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HomeMy WebLinkAbout98-1171HaVtheon 23 99 Zy S T Ci Michael C. Vieira, C. B.O. Manager, Building Inspection Building Division, Division of Development Services 7 County Center Drive Oroville, CA 95965 Ref: Wild Goose Gas Storage Project Raytheon Engineers & Constructors, Inc. 5555 Greenwood Plaza Blvd. Sui[e i0o Englewood, CO 80111 Mailing Address P.O. Box 5888 Denver, CO 80217 303.843.2000 303.843.2208 fax Subject: Building Permits 98-0822, 1171, 1170, 1294, 1295, 1296, & 1431.) 31d. Party Independent Inspection Service Reports Dear Mr. Vieira: During the recent Final Building inspection activities onsite with ARB, Inc., it was brought to my attention that a copy of the inspection reports completed by Applied Testing Corporation (ATC) during the course of the project had not been sent to Butte County Building Division to demonstrate construction quality. Attached please find one complete copy of all independent test reports completed by ATC for onsite services; concrete placement, reinforcing placement, concrete compression testing, and structural steel erection both torquing. With submittal of this information, I trust that all is in order for Final Inspection signoffs. Thank you. Should you have any questions or comment concerning this submittal, please call or FAX me at (303) 843-2925; FAX (303) 843-2844. Yours very truX��,7 Ji � <�-- ames E. You Al W,4 /e "wx) Project Manager r s �,v fcc�,2 attachments: 610 c-,-(' 7-o c cc: WGSI w/ list J EYcc `c C.E. File 2.08.6 G., yo cr /Zc G o c � �oh-`COrJL*1AN(�-%�6 ( cam/ (/< <C File: c:winword/wgsi/letters/butte75.doc 1 of 1 J , 1 J 1 1 � � i J H • 1 � v t • WILD GOOSE GAS .ST04GE PROJECT 3RDPARTY INSPECTION' REPORTS TABLE OF CONTENTS SECTION 1 Applied Testing Consultants. (ATC) Daily Reports, SECTION 2 ATC Concrete Daily Inspection Reports SECTION 3 ATC Reinforcing Daily. Inspection Reports SECTION 4 ATC Compressive Strength Reports SECTION 5 ATC Daily Bolting Inspection Reports SECTION 6 'Paint Thickness Inspection • 4. • 1 l 1 11 • • • STC 0 DATE: 1/7/99 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING.- , .,,. TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Cool Temp: 46 DESCRIPTION OF WORK: Arrived at the jobsite at 1200 hrs. to perform special concrete inspection for placement of concrete and reinforcing steel at the Sleepers. Verified proper bar sizes, laps, location, spacing and clearances per BB 13-10- 22B. The first truck arrived at 1300 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at Sleeper PS10-122, to be returned to the laboratory for •^ompression testing. Performed 1 slump test out of load # 1. The slump measured 3.0 inches and the concrete --mperature was 65 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1500 hrs. CC: • 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS �!MTCI • MATERIALS ENGINEERING, TESTING AND INSPECTION Inspection Report for , Concrete/ Reinforcing Placement DATE: 10/21/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: P. Dickinson DESCRIPTION :OF WORK: Weather: Clear Temp: 86 Arrived at the jobsite at 1200 hrs. to perform special concrete inspection for placement of concrete and reinforcing steel at the Pipe Sleepers. Verified bar sizes, laps, location, spacing and clearances per Page 16, Detail 18. The first truck arrived at 1345 hrs. Verified proper mix design as 06016FA. Monitored all loads for ..proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at the Pipe Sleepers, to be returned to the laboratory for • -)mpression testing. Performed 1 slump test out of load # 2. The slump measured 4:75 inches and the concrete temperature was 76 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1640 hrs. ' 0-- 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973'• Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ,t ATrAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION w Inspection Report for - Concrete/ Reinforcing Placement DATE: 10/20/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Mild Temp: 80 Arrived at the jobsite at 1230 hrs. to perform special concrete inspection for placement of concrete at the Methanol Injector Foundation. Performed reinforcing steel inspection of #5 @ 12" O.C., T & B to match footing dowels. Verified bar sizes, laps, location, spacing and clearances per reinforcing detail H/H 13-10-2035. The first truck arrived at 1300 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders :p 40presen tative of the concrete placed at the North West Corner of the Foundation, to be returned to the laboratory for compression testing. Performed 1 slump test out of load # 2. The slump measured 3.5 inches and the concrete temperature was 77 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1330 hrs. AA Inspec or ( * CC: • 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 imTcAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 10/15/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Windy Temp: 76 Arrived at the jobsite at 1300 hrs. to perform special concrete inspection for placement of concrete at Delivery Slab for West Loading Dock. Performed reinforcing steel inspection of #5 dowels top & bottom, to match loading dock. Verified bar sizes, laps, location, spacing and clearances per reinforcing detail H/H 13-10-1617. The first truck arrived at 1330 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders • :presentative of the concrete placed at the South End to Loading Dock, to be returned to the laboratory for compression testing. Performed 1 slump test out of load # 1. The slump measured 3.5 inches and the concrete temperature was 73 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1530 hrs. I s ector CC: is 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS . MATERIALS ENGINEERING' TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE:, 10/14/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Clear Temp: 87 Arrived at the jobsite at 1330 hrs. to perform special concrete inspection for placement of concrete at the Methanol Injector Foundation. Performed reinforcing steel inspection on 10/12/98 The first truck arrived at 1400 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at the East End Foundation, to be returned to the laboratory for compression testing. Performed • slump test out of load # 2. The slump measured 4.0 inches and the concrete temperature was 78 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. A total of 15 '/2 cubic yards were placed today. Departed jobsite at 1530 hrs. I.- Az -j4 44 Ins ector CC: • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr-APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for P P Concrete/ Reinforcing Placement DATE: 10/13/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Clear Temp: 80 Arrived at the jobsite at 1330 hrs. to perform special concrete inspection for placement of concrete at the Glycol Contractor Pipe Sleepers & Interior Sleepers. Performed reinforcing steel inspection on 10/12/98. The first truck arrived at 1430 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at the Pipe Sleeper at Glycol Contractor, to be returned to the laboratory • r compression testing. Performed 1 slump test out of load # 2. The slump measured 3.5 inches and the concrete temperature was 77 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. A total of 54 cubic yards were placed today. Departed jobsite at 1830 hrs. C: • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for P P Concrete/ Reinforcing Placement k DATE: 10/12/98 , Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Clear Temp: 78 Arrived at the jobsite at 1230 hrs. to perform special inspection for reinforcing steel placement for the Methanol Injector Foundation & Pipe Sleepers at Glycol Contactor. Verified proper reinforcing placement, size, laps, spacing and clearances per. reinforcing details A/A, B/B 13-10-2035, & 13-10-2214-2220. Work was in compliance with approved plans and specifications. No problems were noted during the placement. • -eparted jobsite at 1300 hrs. pector CC: 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530),891-4243 �iT6C: APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 10/8/98 Client: Raytheon Engineers & Contractors P.O. Box .67 Gridley, CA 95948 PROJECT: Wild- Goose Gas Storage INSPECTOR: L. Chapman Weather: Hot Temp: 85 DESCRIPTION OF WORK: Arrived at the jobsite at 1030 hrs. to perform special concrete inspection for placement of concrete at S.O.G. at Tank Farm Loading Dock West End and reinforcing steel placed at #5 at 12" O.C. E.W. Verified bar sizes, laps, location, spacing and clearances per reinforcing detail BB 13-10-1616 & 13-10-1612. The first truck arrived at 1030 hrs. Verified proper mix design as 07016FA. Monitored all loads for proper mix and slump. . All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative i the concrete placed at'the North End S.O.G. Tank Farm, to be returned to the laboratory for compression testing. Performed 1 slump test out of load # 3. The slump measured 4.0 inches and the concrete temperature was 74 degrees.. Work was in compliance with approved plans and specifications. No problems were noted during the placement. A total of 45 cubic yards were placed today. Departed jobsite at 1430 hrs. Ins ector , CC: r� 3080' rhorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS r • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 10/6/98 PROJECT: Wild Goose Gas Storage . Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 85 DESCRIPTION OF WORK: Arrived at the jobsite at 1100 hrs. to perform special concrete inspection for concrete and reinforcing steel placed at the Sleepers in Enlarged Foundation `B". Verified bar sizes, laps, location, spacing and clearances per reinforcing detail B/B 13-10-1616. The first truck arrived at 1330 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at the Enlarged Slab Sleepers `B", South • id, to be returned to the laboratory for compression testing. Performed 1 slump test out of load # 1. The slump measured 4.0 inches and the concrete temperature was 76 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1600 hrs. Note: Delay in concrete pour, due to pump failing to arrive at 1200 hrs. Inspe for - v 1914 • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 r TeffAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION • Inspection Report for . P P Concrete/ Reinforcing Placement DATE: 10/1/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA. 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 72 DESCRIPTION OF WORK: Arrived at the jobsite at 0930 hrs. to perform special concrete inspection for concrete placed at the Elevated Center Slab and Containment Wall at Tank Farm. The first truck arrived at 0930 hrs. Verified proper mix design as 06016FA & 07016FA. Monitored all loads for proper mix and slump. All concrete was properly _ consolidated by use of a mechanical vibrator. Cast 1 set of 5 cylinders representative of the concrete placed at the Middle of Elevated Slab, to be returned to the laboratory for compression testing. Performed 1 slump test • it of load # 3. The slump measured 4.0 inches and the concrete temperature was 72 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. A total of 51 cubic yards were placed today. Departed jobsite at 1300 hrs. CC: 1, 3080 Thorntree Drive, Ste. 35 r Chico, CA 95973 r Telephone: (530) 891-6625 r Facsimile: (530) 891-4243 A, M -Tc - APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement r. DATE: 9/30/98 Client: Raytheon Engineers & Contractors P.O. Box 67 e. Gridley, CA 95948 INSPECTOR: L. Chapman PROJECT: Wild Goose Gas Storage . Weather: Warm Temp: 81 DESCRIPTION OF WORK: - Arrived at the jobsite at 1430 hrs. to perform special concrete inspection for concrete placed at the Process Drain Tank. Performed special inspection of reinforcing steelplacedat the Raised Center Slab #5 at 12" E.W. T.B. Verified proper bar sizes, laps, location, spacing and clearances'per detail H/H 13-10-1613. The first truck arrived at 1530 hrs. Verified proper mix design as 06016FA. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Work was in compliance with approved • ms and specifications. No problems were noted during the placement. A total of 7.5 cubic yards were placed today. Departed jobsite at 1630 hrs. MM,IARIVAR'40�11'4 MWMIrl: WEAM 204 CC M 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 .A*jr APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report ,for Concrete/ Reinforcing Placement DATE: 9/29/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 84 DESCRIPTION OF WORK: Arrived at the jobsite at 1530 hrs. to perform special inspection for reinforcing steel placement for the Process Drain Tank T-302. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing detail BB 13-10-2102. Work was in compliance with approved plans and specifications. No problems were noted during the placement. • eparted jobsite at 1600 hrs. s Inspector CC: • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �iW T%wc APPLIED TESTING CONSULTANTS - •MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 • • Client: Address: City, state: Attn: Project: Soil Description: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Karl Chamberlain Wild Goose Gas Storage, Phase II 1 1/4" Engineered Fill Report Seq. No. 17 page: 1 of 1 Date: 9/29/98 Tech: L. Chapman Gauge # 12 CALIBRATION DATA: Density Std. Pof ure Std. Density xi ois ure xi Compaction Equipment Req'd % Compaction Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location: Center Raised Slab Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 88 12" South End, Center Raised Slab 2'6' 130.3 9.11 121.2 7.5 95% PASS 89112" Middle, Center Raised Slab 2' 6" 132.8 10.2 122.6 8.3 96% PASS 90 12" North End, Center Raised Slab 2' 6" 132.4 10.1 122.3 8.3 96% PASS 91 12" South End FSG 131.6 10.6 121.0 8.8 95% PASS 92 12" IMiddle FSG 137.6 11.9 125.7 9.4 98% PASS 93 12" North End FSG 131.71 11.4 120.3 9.5 94% FAIL 94 12" Retest of # 93 (North End) FSG 134.6 10.9 123.7 8.8 97% PASS REPORT: Arrived atjobsite at 1015 hrs. (departed at 1115 hrs. and returned at 1530 hrs.) to perform compaction testing of the Center Raised Slab. Performed 6 nuclear density tests, and 1 retest, at random locations, as indicated above. All 6 NDT test results indicate at least 95% relative compaction. Departed jobsite at 1730 hrs. Copies to: Reviewed by: LJ 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS ��i�Tc • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/Reinforcing Placement DATE: 9/29/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Clear Temp: 72 Arrived at the jobsite at 0400 hrs. to perform special concrete inspection for concrete placed at the Enlarged Foundation `B", Sleepers on Foundation "A", Loading Dock, and East End Interior. Slab. The first truck arrived at 0430 hrs. Verified proper mix design as 006016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the North End of Enlarged Foundation `B", to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical • brator. Performed 1 slump test out of load # 4. The slump measured 4.0 inches, and the concrete temperature was 70 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. A total of 136 cubic yards were placed today. Departed jobsite at 1015 hrs. 04)LIot_- 'l Inspector CC: U 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 e APPLIED TESTING CONSULTANTS MA=i� T�c • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for. Concrete/ Reinforcing Placement .DATE:, 9/28/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman . -DESCRIPTION OF WORK: Weather: Clear . Temp: 68 Arrived at the jobsite at 0800 hrs. to perform special inspection for reinforcing steel placement for the Enlarged Foundation Pad `B", Sleepers on Enlarged Foundation "A", & Footing for Loading Dock West Side Ramp. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details 13-10-2210, G/G 13-10-2215, & BB 13-10-1616. Work was in compliance with approved plans and specifications. No roblems were noted during the placement. Departed jobsite at 1000 hrs. Insp for CC: • r 3080 Thorntree Drive, Ste. 35 • .Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 is • T6C:APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 16 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 9/28/98 City, state: Gridley, CA 95948 Tech: L. Chapman Ann: Karl Chamberlain Project: Wild Goose Gas Storage, Phase II y Soil Description: 1 1/4" Engineered Fill Gauge # 12 CALIBRATION DATA: Density Std. of u eis Std. Density xi m ure Compaction Equipment Req'd % Compaction Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location: East Loading Dock Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 85 12" East Loading Dock, North End FSG 133.1 10.9 122.2 8.9 96% PASS 86112" East Loading Dock, Middle FSG 1 133.6 11.1 122.51 9.0 96% PASS 87 12" East Loading Dock, South End FSG 133.2 10.1 123.1 8.2 96% PASS REPORT: Arrived at jobsite at 0800 hrs. to perform compaction testing of the East Loading Dock. Performed 3 nuclear density tests, at random locations, as indicated above. All 3 test results indicate at least 95% relative compaction. Departed jobsite at 0900 hrs. -01 Copies to: TReviewed by: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/24/98 - PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: P. Dickinson Weather: Clear Temp: 72 DESCRIPTION OF WORK: Arrived at the jobsite at 0900 hrs. to perform special concrete inspection for concrete and reinforcing steel placed at the Compressor Building, West End, Raised Slab Between Gridline H 1.8. Verified bar sizes, laps, location, spacing, and clearances per reinforcing detail H/1613. The first truck arrived at 0855 hrs. Verified proper mix design as 006016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the North Side of Building, to be returned to the'laboratory for compression testing. Monitored all loads for proper mix and • ump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 1 slump test out of load # 1. The slump measured 3.25 inches, and the concrete temperature was 72 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1200 hrs.. ' CC 3080 Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/22/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 . Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Cool Temp: 64 Arrived at the jobsite at 0430 hrs. to perform special concrete inspection for concrete placed at the Enlarged Foundation "A". The first truck arrived at 0500 hrs. Verified proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the East End, South Side of Foundation "A", to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical.vibrator. Performed 1 slump test out of load # 4. The slump wasured 4.0 inches, and the concrete temperature was 72 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 0800 hrs. CC: 0 3080 Thorntree Drive, Ste. 35 -'Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 st i�Tc APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 15 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 9/22/98 City, state: Gridley, CA 95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild Goose Gas Storage, Phase II Sou Description: •1 1/4" Engineered Fill Gauge # CALIBRATION DATA: Density Std. ois ure Std. Density xi moisture xi Compaction Equipment Wacker Req'd % mpa ion Curve No. T-3 Maio Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location: West Loading Dock Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 81 8" West Loading Dock, North End FSG 132.8 13.91 118.9 11.7 93% FAIL 8218" West Loading Dock, South End FSG 1 131.2 12.5 118.7 =10.5 93% FAIL 83 8" Retest of # 81 FSG 133.3 11.2 122.1 9.2 96% PASS 84 8" Retest of # 82 FSG 139.5 13.41 126.1 10.6 99% PASS REPORT: Arrived at jobsite at 0700 hrs. (departed at 0730 hrs. and returned at 1300 hrs.) to perform compaction testing of the West Loading Dock. Performed 2 nuclear density tests, and 2 retests, at random locations, as indicated above. Final test results, for the above 2 locations, indicate at least 95% relative compaction. Departed jobsite at 1330 hrs. to: 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS ��i�Tc I • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/22/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Warm Temp: 86 Arrived at the jobsite at 1245 hrs. to perform special concrete inspection for concrete placed at the Stem Wall, Center Raised Slab. Inspected reinforcing steel placement for #5 at 12 O.C. Horizontal, to match Slab Dowels. Verified proper bar sizes, laps, location, spacing, and clearances per reinforcing detail H/H 13-10-1613. The first truck arrived at 1400 hrs. Verified proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the East Side, Raised Stem Wall, to be returned to the laboratory for compression ,,of .sting. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 1 slump test out of load # 1. The slump measured 4.0 inches, and the concrete temperature was 79 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 1530 hrs. Inspe or CK41 C7 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/21/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Clear Temp: 70 Arrived at the jobsite at 0730 hrs. to perform special inspection for reinforcing steel placement for the Enlarged Foundation "A", South Side of Structure, & Sleepers. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details 13-10-2210 & G/G 13-10-2215. Work was in compliance with approved plans and specifications. No problems were noted during the placement. . • )eparted jobsite at 1 0900 hrs. CC: • tor 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement ,DATE: 9/16/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 71 DESCRIPTION OF WORK: Arrived at the jobs ite at 0430 hrs. to perform special concrete inspection for concrete placed at the Tank Farm, Footing for Containment Wall, & East Loading Dock Retaining Wall. The first truck arrived at 0500 hrs. Verified proper mix design as 0716FA. Cast 1 set of 5 cylinders representative of the concrete placed at the Tank Farm East Footing, to be returned to the laboratory for compression testing. Monitored all loads for groper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 1 • lump test out of load # 2. The slump measured 3.5 inches, and the concrete temperature was 80 degrees. Work was in compliance with approved plans and specifications.' No problems were noted during the placement. Departed jobsite at 0830 hrs. In p ctor 4 CC: L` 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 A,v L �Tc APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION • Nuclear Density Testing Report Per ASTM 1557 • r� Report Seq. No. 13 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 9/17/98 City, State: Gridley, CA 95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild. Goose Gas Storage, Phase II Soil Description: 1 1/4" Engineered Fill Gauge # 8 CALIBRATION DATA: Density Std. moisture Std. Density Xi moisture xi Compaction Equipment Req'd % Compaction Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 74 8" West Loading Dock, North End -3' 130.8 11.21 119.6 9.4 94% FAIL 7518" West Loading Dock, Middle -3' 136.0 11.5 124.5 9.2 97% PASS 76 8" West Loading Dock, South End -3' 130.8 9.4 .121.4 7.7 95% PASS 77 8" Retest of # 74 -3' 134.0 9.7 124.3 7.8 97% PASS REPORT: Arrived at jobsite at 0800 hrs. to perform compaction testing of the West Loading Dock. Performed 3 nuclear density tests, and 1 retest, at random locations, as indicated above. Test results, for the above 3 locations, indicate at least 95% relative compaction. Departed jobsite at 0900 hrs. Copies to: Reviewed by: ` 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 • • r Report Seq. No. 14 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 9/18/98 City, state: Gridley, CA 95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild Goose Gas Storage, Phase II Soil Description: 1 1/4" Engineered Fill Gauge # 8 CALIBRATION DATA: Density Std. is u e Std. Density xi • ois ure " ' rxi Compaction Equipment Wacker Req'd % Compaction Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 78 8" West Loading Dock, North End -1' 133.8 12.41 121.4 10.2 95% PASS 7918" West Loading Dock, Middle -1'1 135.4 12.6 122.81 10.3 96% PASS 80 8" West Loading Dock, South End t -1' 137.8 13.9 123.9 11.2 97% PASS REPORT: Arrived at jobsite at 1045 hrs. to perform compaction testing of the West Loading Dock. Performed 3 nuclear density tests, at random locations, as indicated above. All 3 test results indicate at least 95% relative compaction. Departed jobsite at 1130 hrs. Copies to: Reviewed by: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1TIt APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement ' DATE: 9/15/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Clear Temp: 78 Arrived at the jobsite at 0430 hrs. to perform special concrete inspection for concrete placed at the Main Compressor Building Gridline 2 & 3 @ A - D. Inspected reinforcing steel placement at the Containment Wall at the Tank Farm. Verified proper bar sizes, laps, location, spacing, and clearances per reinforcing details A/A & BB 13-10-2101. The first truck arrived at 0500 hrs. Verified. proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the Slab at Gridline 2 & C, to be returned to the laboratory for 40 -)mpression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 1 slump test out of load # 4. The slump measured 4.0 inches, and the concrete temperature was 80 degrees. A total of 72 cubic yards was placed today. Work was in compliance with approved plans and specifications. Problems noted during the placement are as follows. • Rebar missing corners #5 at 12" OC to match Footing Dowels. Contractor -will add rebar prior to concrete Pour. Departed jobsite at 1000 hrs. CC: • 3080 Thorntree Drive, Ste. 35.- Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/14/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors T P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 85 . DESCRIPTION OF WORK: Arrived at the jobsite at 1100 hrs to perform special inspection for reinforcing steel placement for the Bottom &' Top Mat for Slab at Gridlines 2-3 at A -D, Loading Dock, & Retaining Wall. Verified, proper reinforcing placement, size, laps, spacing and clearances per reinforcing details 13-10-1613 & A/A 13-10-1616. Work was in compliance with approved plans and specifications. Problems noted during the placement are listed below. • Rebar Clearance to be adjusted to'allow 3" clearance. Contractor will correct problem prior to concrete pour. Departed jobsite at 1145 hrs. I ectc r CC: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING.AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/10/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Cool Temp: 56' DESCRIPTION OF WORK: , Arrived at the jobsite at 0430 hrs. to perform special concrete inspection for concrete placed at the Slab at Gridline A — D at 5 & 6. The first truck arrived at 0500 hrs. Verified proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the North Side Slab @ A & 5.3, to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use'of a mechanical vibrator. Performed 1 slump test out of load # 2. The slump measured 4.0 .iches, and the concrete temperature was 72 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 0700 hrs. • I ector CC: - F 3080 Thorntree Drive, Ste. 35 • Chico, CA' 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1 F 3080 Thorntree Drive, Ste. 35 • Chico, CA' 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 TCAPPLIED TESTING CONSULTANTS - • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/9/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Clear Temp: 78 Arrived at the jobsite at 1200 hrs to perform special inspection for reinforcing steel placement for the Sleeper, Double Matt # 5 @ 12" E.W., and Gridline 5 & 6 @ A - D. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details A/A 13-10-1616 and 13-10-1613. Work was in compliance with approved plans and specifications. No problems were noted during the placement. ; Note: PB Erectors will not be ready for final inspection for High Strength Bolting on 9/10/98. Contractor will call when ready. Departed jobsite at 1300 hrs. CC: • —N.' d , , wl'50i; -2,2 1 V6,J)PE"'AAWN 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr 'APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING -TESTING AND INSPECTION P Ins ection`Report for A Concrete/ Reinforcing. Placement, A DATE: 9/9/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: 0 PROJECT: Wild Goose Gas Storage Weather: Clear Temp: 62 Arrived at the jobsite at 0430 hrs. to perform special concrete'inspection for concrete placed at the Slab for Containment Area, Gridline 1 & 2 @ A -D. The first truck arrived at 0500 hrs. Verified proper mix design as 006016FA. Cast 1 set of 5 cylinders representative of the concrete placed at Gridline A @ 2 (North End), to be . returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete •vas properly consolidated by use of a mechanical vibrator. Performed 1 slump test out of load # 2. The slump .neasured 4.0 inches, and the concrete temperature was 72 degrees. Work was in compliance with approved plans and specifications. No problems were noted during the placement. Departed jobsite at 0830 hrs. Inspector CC: .•, r 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 9/8/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: Weather: Clear Temp: 88 Arrived at the jobsite at 1445 hrs to perform special inspection for reinforcing steel placement for the Sleepers and Bottom Matt for Gridline 1-2 @ A -D. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details A/A 13-10-1616 and A, C, & H 13-10-1613. Work was in compliance with approved plans and specifications. Problems noted during the placement are indicated below. • Clearance problems were no The Sleeper Ties were too high at the Slab. • Additional Rebar was noted at the Control Joints! The Contractor will have all required work performed prior to the concrete pour on 9/9/98. Departed jobsite at 1600 hrs. In p ctor CC: • 3080 Thorntree Drive, Ste: 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 A, Tr APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING • TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE- 9/1/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: M. Haydon DESCRIPTION OF WORK: . Weather: Clear/Cool Temp: 70 Arrived at the jobsite at 0700 hrs. to perform special concrete inspection for concrete placed at the Glycol Contactor. Reinforcing Steel placement was inspected on 8/27/98. The first truck arrived at 0700 hrs. Verified proper mix ,design'as 006016FA. Cast 1 set of 4 cylinders representative of the concrete ,placed at the Glycol Contactor, to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 1 slump test out of t-)ad # 2. The slump measured 3.75 inches, and the concrete temperature was 77 degrees. No problems were noted during the placement. Departed jobsite at 0820 hrs. Inspector CC: • I } 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 %1 7. or, 1 �1�! " TIS • flip � •t�ljLr0 //� !//iri, I 'r ;J- ' =ter _4 Y A 40 'MA VA w a Of go WOT-11 rALAF / / , A7 N OM"My- - US d F "M 7, 14 [4 OR _ 1 , fell _/.tel/•.chi" �' �' F APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/17/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weattier: Warm Temp: 92 DESCRIPTION OF WORK:. Arrived at the jobsite at 1300 hrs to perform special inspection of reinforcing steel placement for the Gas Cooler Footing & the Gylcol Cooler. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details 1, 2, 3, & 4 13-10-2022 (Gas Cooler Footing); and A/A & C 13-10-2033, K & G 13-10- 2031, & E 13-10-2032 (Gylcol Cooler). Departed jobsite at 1400 hrs. F Inspector C.C.. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 4 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Z�TcAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/15/98 Client: Raytheon Engineers &Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage ' Weather: Cool Temp: 63 Arrived at the jobsite at 0400 hrs to perform concrete special inspection for concrete placed at A & B Glycol ' Cooler Pads. The first truck arrived at 0430 hrs. Verified proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at Pad B @ +3' East Side, to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by 0 ise of a mechanical vibrator. Performed 1 slump test out of load 6. The slump measured 4 inches and the ,oncrete temperature was 71 degrees. Work was in compliance with approved plans and specifications. No problems were noted during placement. A total of 61 cubic yards were placed today. Departed jobsite at 0730 hrs. In pector CC: 9 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 TCAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testina Report Per ASTM 1557 i • Report Seq. No. 8 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 7/15/98 City, State: Gridley, CA 95948 Tech: L. Chapman Attn: ' Karl Chamberlain Project: Wild Goose Gas Storage Soil Description: 1 1/4" Engineered Fill Gauge # 8 CALIBRATION DATA: Density Std. ois ure Std. Density Xi imoisture xi Compaction Equipment Bomag Req'd % mpac on Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth Location: Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 43 8" Retest of # 41 63.0' 132.8 10.11 122.7 8.2 96% PASS 44 8" Retest of # 40 64.0' 134.6 9.9 124.7 7.9 98% PASS 45 8" West Side South End 65.0' 133.5 9.8 123.7 7.9 97% PASS 46 8" West Side North End 65.0' 136.9 12.61 124.3 10.1 97% PASS 47 8" East Side South End 65.0' 135.9 10.7 125.2 8.5 98% PASS Arrived at jobsite at 0730 hrs. to perform compaction testing of the West Compressor Pad. Performed 3 nuclear density tests and 2 retests of previously failed areas, at random locations as indicated above. All 5 test results indicate at least 95% relative compaction. Departed jobsite at 1330 hrs. Copies to: Reviewed by: 0I::!f:` 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 is is Report Seq. No. 9 Client: Raytheon Engineers & Contractors Page: 1 of 2 Address: P.O. Box 67 Date: 7/16/98 City, state: Gridley, CA -95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild Goose Gas Storage Soil Description: 1 1/4" Engineered Fill moisture moisture Gauge # 8 CALIBRATION DATA: Density Std. Std. Density Xi xi Compaction Equipment Bomag Req'd % mpac ron Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test Wet H2O Dry Moisture % Test # Depth Location Elev. Density Density Density Content Comp. Results West Compressor Pad, West 48 8" Side FSG 135.3 10.41 124.9 8.3 98% PASS West Compressor Pad, South 49 8" End FSG 132.3 8.31. 124.1 6.7 97% PASS 50 8" West Compressor Pad, East Side FSG 136.4 9.5 126.9 7.5 99% PASS 51 8" West Compressor Pad, North End FSG 129.9 7.6 122.3 6.2 96% PASS East Compressor Pad, West Side 52 8" (Pot Hole) FSG -1' 137.7 11.3 126.4 8.9 99% PASS 53 8" East Compressor Pad, West Side FSG 136.6 11.61 125.0 9.3 98% PASS East Compressor Pad, North End 54 8" (Pot Hole) FSG -1' 136.7 10.8 - 125.9 8.6 99% PASS 55 8" East Compressor Pad, North End FSG 138.9 11.9 127.0 9.4 99% PASS East Compressor Pad, East Side 56 8" (Pot Hole) FSG -1', 137.6 10.5 127.1 8.3 99% PASS 57 8" East Compressor Pad, East Side FSG 135.1 10.7 124.4 8.6 97% PASS Arrived at jobsite at 0930 hrs. to perform compaction testing of the East & West Compressor Pads. Performed 12 nuclear density tests at random locations as indicated. All test results indicate at least 95% relative compaction. Departed jobsite at 1130 hrs. to: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • C� APPLIED TESTING CONSULTANTS - MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 9 Client: Raytheon Engineers & Contractors Page: 2 of 2 Address: P.O. Box 67 Date: 7/16/98 City, State: Gridley, CA 95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild Goose Gas Storage Sou Description: 1 1/4" Engineered Fill Gauge # 8 CALIBRATION DATA: Density Std. moisture Std. Density xi imolsture xi Compaction Equipment Bomag Req'd % mpac ion Curve No. T-3 Max Dry Density 128.4 Opt. Moist. Content 8.4 95% Test # Test Depth location Elev. Wet Density H2O ' Density Dry Density Moisture Content % Comp. Results 58 8" East Compressor Pad, South End (Pot Hole) FSG -1' 136.5 11.01 125.5 8.8 98% PASS 5918" East Compressor Pad, South End FSG 134.3 10.8 123.5 8.7 97% PASS REPORT: I See page 1 of report sequence number 9. to: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 . 4 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/14/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR L. Chapman Weather: Warm Temp: 89 DESCRIPTION OF WORK: Arrived at the jobsite at 1300 hrs for special concrete inspection. Performed inspection for reinforcing steel placement for the Gylcol Cooler Skid (both A & B). Verified proper reinforcing placement, size, laps, spacing and clearances per details A -A & B -B/13-10-2033._ Work was in compliance with approved plans and specifications. Departed jobsite at 1400 hrs. Insp &tor CC: • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 ATrAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample Location: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Karl Chamberlain Wild Goose Gas Storage 1 1/4" Engineered Fill Jobsite 1 2 3 4 150 250 350 7297 7507 7521 2760 2760 2760 4537 4747 4761 133.4 139.6 140.0 126.1 128.3 126.4 1 2 3 4 1018.1 1005.9 1023.7 967.3 931.8 932:8 88.9 87.3 89.0 878.4 844.5 843.8 50.8 74.1 90.9 5.8% 8.8% 10.8% Sample No: T-3 Date: 14 -Jul -98 Tech: B. Carter 1: Sample Weight: 1 5400 Rock Correction' ASTM D4718 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: 129.0 w I, a 128.0 0 127.0 I y= -3428.5x2 + 572.95x + 104.43- - 126.0 . I I RZ - 1 I -T- 4.5% 5.5% 6.5% 7.5% 8.5% 9.5% 10.5% 11.5% Moisture Content (% of dry weight) Max density from curve: 128.4 Max adjusted density: 128.4 pcf Optimum moisture: 4% This test was performed per ASTM 1557 Reviewed by: �. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 C, • r APPLIED TESTING CONSULTANTS. ��Tc MATERIALS ENGINEERING TESTING AND INSPECTION Sieve Analyses - Combined File No: Weight Retained Client: Raytheon Engineers & Contractors Address: P.O. BOX 67 City, State, zip: Gridley, CA 95948 Attn.: Karl Chamberlain Project: Wild Goose Gas Storage Sample source: Unknown Sample Description: 1 1/4" Engineered Fill Sample location: Jobsite Start Wt, Course: 11,011.5 g Start Wt. fine: 1 515.3 g Sample No: S-2 Date: 1.4-J U I-98 Tech: B. Carter Sieve Size Weight Retained 'Percent retained Cumulative Percent Specified for 1-1/2 Max. Class 11 A.B. Retained Passing 3 21/2 2 100.0% 1 1/2 0.0 g 100.0% 1 237.2 g 2.2% 2.2% 97.8% 3/4 923.2 g 8.4% 10.5% 89.5% 1/2 888.4 g 8.1%- 18.6% 81.4% 3/8 672.4 a 6.1°0 24.7% 75.3% ,#4 1,491.0 g 13.5% 38.3% 61.7% #8 86.2 g 16.7% 48.6% 51.4% #16 92.1 g 17.9% 59.6% 40.4% #30 87.9 g 17.1% 70.2%1 29.8% 82.9 g 16.1% 80.1%1 19.9% i Ui1 62.59 12.1% 87.6%1 12.4% #200 35.2 g 6.8% 91.8% 8.2% Remarks: No specifications were given. This test was performed according to Cal Trans Test 202 Reviewed by: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/14/98 PROJECT: Wild Goose Gas Storage Client; Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Cool Temp: 67 DESCRIPTION OF WORK: Arrived at the jobsite at 0300 hrs to perform concrete special inspection for concrete placed at Gridline 1-6 @ A -D. The first truck arrived at 0330 hrs. Verified proper mix design as 06016FA. Cast 1 set of 5 cylinders representative of the concrete placed at the Footing (Gridline 1 @ C), to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was properly consolidated by fse of a mechanical vibrator. Performed 1 slump test out of load 4. The slump measured 4.25 inches and the ancrete temperature was 75 degrees. Work was incompliance with approved plans and specifications. No problems were noted during placement. A total of 54 cubic yards were placed today. Departed jobsite at 0600 hrs. ' I sp ctor CC 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 =4�i�Tc APPLIED TESTING CONSULTANTS 0MATERIALSlear DensitTestinENGINEERING TESTING AND INSPECTION Nuclear g Report Per ASTM 1557 • • 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Report Seq. No. 7 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 7/14/98 City, State: Gridley, CA 95948 Tech: L. Chapman Attn: Karl Chamberlain Project: Wild Goose Gas Storage Soil Description: 1 1/4" Engineered Fill moisture moisture Gauge # 8 CALIBRATION DATA: Density Std. Std. Density xi xi compaction Equipment Bom8g Req'd % mpacion Curve No. T-3 Max Dry Density 128.4 opt. Moist. Content 8.4 95% Test Wet H2O Dry Moisture % Test # Depth Location: East & West Compressor Pads Elev. Density Density Density Content i Comp. Results East Compressor Pad - South 35 8" West Edge 63.35' 127.0 9.11 117.9 7.7 92% FAIL East Compressor Pad - North 36 8" West Edge 63.35' 1 133.4 9.3 124.11 7.5 97% PASS East Compressor Pad - North 37 8" End 63.38' 124.2 9.8 114.4 8.6 90% FAIL 38 8" Retest # 37 63.38' 138.6 12.01 126.6 9.5 99% PASS 39 8" 1 Retest # 35 63.38' 134.7 9.6 125.1 7.7 98% PASS West Compressor Pad - East 40 8" Side South End 64.0' 130.7 12.3 118.4 10.4 93% FAIL West Compressor Pad - South 41 8" End 63.0' 125.0 7.4 117.6 6.3 92% FAIL West Compressor Pad - West 42 8" ISide North End 63.0' 139.3 12.3 127.0 9.7 99% PASS REPORT: Arrived at jobsite at 1400 hrs. to perform compaction testing of the East & West Compressor Pads. Performed 6 nuclear density tests and 2 retests of failed areas, at random locations as indicated above. The final test results indicate at least 95% relative compaction for all except tests #40 & #41 of the West Compressor Pad. These areas failed due to excessive moisture and will be reworked and retested at a later time. Departed jobsite at 1300 hrs. Copies to: Reviewed by: 'g!�&L 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATrAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/13/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 PROJECT: Wild Goose Gas Storage INSPECTOR: L. Chapman Weather: Warm Temp: 89 DESCRIPTION OF WORK: Arrived at the jobsite at 1330 hrs for special concrete inspection. Performed inspection for reinforcing steel placement for the Footing at Gridline 6 & 1 @ A -D. Verified proper reinforcing placement, size, laps, spacing and clearances per details 4/13-10-1615, L & B/13-10-1614. Work was in compliance with approved plans and specifications. Departed jobsite at 1530 hrs. is CC: L� 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspector's Dailv Report - Date: 7/9/98 Project: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors Inspector: L. Chapman P.O. Box 67 Gridley, CA 95948 s Meeting Notes: I arrived on site at 1300 hrs. and met with Ken from Raytheon, and Larry & Jim from ARB, to discuss four issues which surfaced after the last concrete pour. 1.) Maximum allowed temperature for concrete placed in excess of 48" #1305700T Item 6.28.1. This item was resolved by allowing 80 degrees to be the maximum temperature by using ice. • 2.) Slump of concrete placed in excess of 48" #1305.00T Item 4.22. The specs required 2" slump, but the engineer had pre -approved 4" slump in the mix design, 4" slump will be allowed. 3.) Maximum allowed time concrete can be in RM Truck during hot weather. The contractor has written an RFI and requested that the 45 minute maximum be dropped and adapt a standard 90 minute maximum for concrete delivery in RM Trucks. 4.) , Total number of cylinders required per each 150 yards placed. The total number of cylinders will increase from 4 to 5. Two seven day breaks; two twenty-eight day breaks, and one spare. All compression reporis are to be faxed to Raytheon on the break day. To reduce any additional conflicts or misunderstandings in relation to the project specifications, a meeting with Raytheon, ARB and Applied Testing Consultants will be held 24'hours prior to any pour. L� • Lucas Chapman Inspector 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Teleplione: (530) 891-6625 • Facsimile: (530) 891-4243 TC--- APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/8/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Warm Temp: 68/73 Arrived at the jobsite at 0500 hrs for special concrete inspection. Performed inspection for concrete placed at the East Compressor Pad. Performed inspection for reinforcing steel placement at the Top & Bottom Rebar #7 and Side Rebar #6. Verified proper bar sizes, laps, location, spacing and clearances per detail A/A 13-10-1911. The first truck arrived at 0530 hrs. Verified proper mix design as07016FA. Monitored all loads for proper mix Wd slump. All concrete was properly consolidated by use of a mechanical vibrator. Performed 2 slump tests aannt of loads 1 I"& 17. The slumps measured 4.5 inches and the concrete temperatures were 78 degrees. Cast 2 sets of 4 cylinders representing concrete placed at the East Edge @ +2' (set #1) and the South End @ +5' (set #2), to be returned to the laboratory for compression testing. Work was in compliance with approved plans and specifications. No problems were noted during this placement, except, there was a possible problem with the temperature of the concrete. A total of 181 cubic yards was placed today. Departed jobsite at 1000 hrs. Inspe for CC: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 iircAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 7/7/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Hot Temp: 76/80 Arrived at the jobsite at 0430 hrs to perform concrete special inspection for concrete placed at the West Compressor Pad. The first truck arrived at 0500 hrs. Verified proper mix design as 07016FA. Cast 2 sets of 4 cylinders representative of the concrete placed at the South End @ +2' and the Middle @ +5.', to be returned to the laboratory for compression testing. Monitored all loads for proper mix and slump. All concrete was vroperly consolidated by use of a mechanical vibrator. Performed 2 slump tests out of loads 6 & 15. The islumps measured.4 inches and the concrete temperatures were 87 and 88 degrees. Work was in compliance with approved plans and specifications. No problems were noted during placement. A total of 178 cubic yards were placed today. Departed jobsite at 1115 hrs. .4, A AY"'7 s ctor CC: . 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • ,Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND. INSPECTION Inspection Report for Concrete/ Reinforcing Placement ' DATE: 7/6/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers & Contractors P.O. Box 67 - Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Hot Temp: 90 DESCRIPTION OF WORK: ' Arrived at the jobsite'at 1500 hrs to perform special inspection. for reinforcing steel placement for the New Compressor Pad (20 - #7 Top & Bottom, 52 - #7 Top,& Bottom- Sides #6 @ 10" OC to match) per reinforcing detail A/A13-10-1911..Verified proper reinforcing placement, size, laps, spacing and clearances. Verified proper mix design as 06016FA. No problems were noted during placement. Departed jobsite at 1630 hrs. lirspc'tor CC: 3080 Thorntree Drive, Ste.'35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 A�iiiia� APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample Location: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pd; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Raytheon Engineers & Contractors F.O. BOX 67 Gridley, CA 95948 Karl Chamberlain Wild Goose Gas Storage Gray Silty Sand W/ Small to Medium Gravel Jobsite 1 2 3. 4 100 200 1 300 7217 7378 7455 2765 2765 2765 4452 4613 4690 130.9 135.6 137.9 123.31 125.81 125.1 1 2 3 4 951.3 991.81 959.6 901.4 926.61 878.8 88.5 87.2 86.6 812.9 839.4 792.2 49.9 65.2 80.8 6.1%1 .7.8% 10.2% Sample No: I -1 Date: 7 -Jul -98 Tech: B. Carter Sample Weight: 5400 Rock Correction' ASTM D4718 Total sample wt: 59.79 +3/4 rock wt: 2.8 % of +3/4 rock: 4.7% Specific Gravity of +3/4: i 2.60 Rock adj. density: 127.5 127.0 126.0 i w I I I I _ ° I I I 125.0 I I C i Z-_�-- i i 124.0 y = -4554.1x2 + 788.5x + 92.077 t] - R2 = 1 i 123.0 I I I 177 122.0 4.5% 5.5% 6.5% 7.5% 8.5% 9.5% 10.5% 11.5% Moisture Content (% of dry weight) Max density from curve: 126.2 w wni Max adjusted density: 127.5 pcf optimum moisture: o.v i This test was performed per ASTM 1557 Reviewed by: 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 6/24/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Clear Temp: 64 Arrived at the jobsite at 1400 hrs to perform special inspection for placement of concrete at the Pipe Bridge. Performed special inspection of reinforcing steel placement for Bottom Mat (6 - #5 Bottom & 12 - #5 Top) and Column (8 - #6 with #4 @ 6") per reinforcing detail A/A13-10-2212. Verified proper reinforcing placement, size, laps, spacing and clearances. The first truck arrived at 1400 hrs. Verified the mix design as 06016FA. All loads were monitored for the correct mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 4 cylinders representative of concrete placed at the South End of the Pipe Bridge, to be returned to the lab for compression testing. Performed 1 slump test out of load 2. The slump measured 3.5 inches and concrete temperature was 79 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. A total of 18 cubic yards were placed. Departed jobsite at 1500 hrs. CC 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 =A�i=Tc APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • Sipvp Analyses - Combined File No: Weight Retained Percent retained Raytheon Engineers & Contractors Client: Retained Passing Address: P.O. BOX 67 City, State, zip: ti Gridley, CA 95948 Ann.: ,Karl Chamberlain Project: Wild Goose Gas Storage Sample source: L. Chapman - ATC Sample Description: Tan Gravelly Sand Sample location: Jobsite Start Wt, Course: 14,631.5 g ' Start Wt. fine: 515.8 g Sample No: S-1 Date: 25 -Jun -98 Tech: B. Carter Sieve Size Weight Retained Percent retained Cumulative Percent Specified for 1-1/2 Max. Class II A.B. Retained Passing 3 21/2 2 100.0% 100% Pass 1 1/2 0.0 g 100.0% 87 - 100% Pass 1 462.3 g 3.2% 3.2% 96.8% 3/4 446.0 g 3.0% 6.2% 93.8% 45 - 90% Fail 1/2 793.7 g 5.4%- 11.6% 88.4% 3/8 675.5 g 4.6% 16.2% 83.8% #4 1,859.3 g 12.7% 29.0% 71.0% 20 - 50% Fail #8 48.4 g 9.4% 35.6% 64.4% #16 70.5 g 13.7% 45.3% 54.7% #30 85.2 g 16.5% 57.1% 42.9% 6 - 29% Fail #50 90.1 g 17.5% 69.5%1 30.5% #100 76.2 g 14.8% 80.0% 20.0% #200 51.5 g 10.0% 87.1% 12.9% - 0 - 12% Fail Remarks: This material does = meet specitications Tor fwass n aggregate oase. . u This test was performed according to Cal Trans Test 202 Reviewed by: 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS ��i�Tc • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 • • Client: Raytheon Engineers & Contractors Address: P.O. Box 67 City, state: Gridley, CA 95948 Ann: Karl Chamberlain Project: Wild Goose Gas Storage Soil Description: Gray Silty Sand w/ Small to Medium Gravel Report Seq. No. 6 Page: 1 of 1 Date: 7/6/98 Tech: L. Chapman Gauge # 8 CALIBRATION DATA: Density Std. moisture Std. Density Xi Moisture xi Compaction Equipment Req'd % MRipaction Curve No. T-2 Max Dry Density 127.5 Opt. Moist. Content 8.6 95% Test # Test Depth Location: Temp. Compressor Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 32 8" 60'S. of New Compressor Pad 65.39' 140.5 11.31 129.2 8.8 102% PASS 33 8" East Side of New Building Pad 65.30' 1 138.3 8.0 130.3 6.11 103% PASS 34 8" West Side Compressor Building Footing 64.80' 135.5 11.1 124.4 8.9 98% PASS REPORT: Arrived at jobsite at 1400 hrs. to perform compaction testing. Performed 3 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a ASTM 1557 moisture density curve. At the completion of the curve, the final test results indicate at least 95% relative compaction. Departed jobsite at 1500 hrs. Copies to: Reviewed by: A-11 t✓ 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 6/23/98 PROJECT: Wild Goose Gas Storage Client: Raytheon Engineers &, Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman Weather: Clear Temp: 80 DESCRIPTION OF WORK: Arrived at the jobsite at 1300 hrs to perform special inspection for placement of concrete at Sleepers 122, 123, 124, 125, 126, & 129. The first truck arrived at 1300 hrs. Verified the mix design as 0616FA. All loads were monitored for the correct mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. All work was in compliance with approved plans and specifications. No problems were noted during •ilacement. NOTE: The Engineer stated no testing was needed for short loads. A total of 6 cubic yards . were placed. Departed jobsite at 1400 hrs. • 3080 Thorntree Drive, Ste. 35 Chico, CA 95973 • Telephone: (530) 891-.6625 • Facsimile: (530) 891-4243 IL M-- APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 • • Report Seq. No. 5 Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 6/24/98 city, state: Gridley, CA 95948. Tech: L. Chapman Ann: Karl Chamberlain Project: Wild Goose Gas Storage Soil Description: Class II A.B. from Bihlman Butte Rock Gauge # 8 CALIBRATION DATA: Density Std. moisture Std. Density xi moisture xi Compaction Equipment Bomag Req'd % mpa on Curve No. T-1 Max Dry Density 124.2 Opt. Moist. Content 10.2 95% Test # Test Depth Location: Temp. Compressor Pad Elev. Wet Density H2O Density Dry Density Moisture content % Comp. Results 26 BS Northwest End FG 125.2 12.31 112.9 10.9 91% FAIL 27 BS IMiddle FG 1 116.0 9.0 107.0 8.4 87% FAIL 28 BS East Side FG 135.0 11.6 123.4 9.4 100% PASS 29 BS South End FG 136.0 12.8 123.21 10.4 100% PASS 30 BS Retest #26 FG 134.2 10.9 123.3 8.9 100% PASS 31 BS Retest #27 FG 133.4 10.4 123.0 8.4 100% PASS REPORT: Arrived at jobsite at 1230 hrs. to perform compaction testing of the Temporary Compressor Pad. Performed 4 nuclear density tests at random locations as indicated above, and 2 retests of failed areas. The final test results indicate at least 95% relative compaction. Departed jobsite at 1430 hrs. Copies to: Reviewed by: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 - 'Facsimile: (530) 891-4243 r iic APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for ' Concrete/ Reinforcing Placement DATE: 6/18/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 PROJECT: Wild Goose Gas Storage INSPECTOR: L. Chapman Weather: Warm Temp: 94 DESCRIPTION OF WORK: Arrived at the jobsite at 1245 hrs to perform special inspection for placement of concrete at the Sleepers 1/3-121. Performed special inspection of reinforcing steel placement for #2 — 4 Ties Top, #1 — 4 Ties at 10", & #5 - at 12" OC Bottom; per reinforcing detail AA/13-10-2213. Verified proper reinforcing placement, size, laps, spacing and clearances. The first truck arrived at 1300 hrs. Verified the mix design as 0616FA. All loads were monitored °or the correct mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set Of 4 cylinders representative of concrete placed at Sleeper # 114 +3', to be returned to the lab for compression testing. Performed 1 slump test out of load 2. The slump measured 4.5 inches respectively and concrete temperature was 88 degrees. All work was in compliance with approved plans and specifications. No problems . were noted during placement. A total of 30 cubic yards were placed. Departed jobsite at 1530 hrs. CC • 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report -for Concrete/ Reinforcing Placement DATE: 6/16/98 Client: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 INSPECTOR: L. Chapman DESCRIPTION OF WORK: PROJECT: Wild Goose Gas Storage Weather: Windy Temp: 84 .Arrived at the jobsite at 1245 hrs to perform special inspection for placement of concrete at the Pipe Support Sleepers. Performed special inspection of reinforcing steel placement for Footing/Riser. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing detail 13-10-1515. The first truck arrived at 1330 hrs. Verified the mix design as'06,16FA. All loads were monitored for the correct mix and slump. All •concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 4 cylinders representative of .;oncrete placed at Sleeper # 132 @ +4' to be returned to the lab for compression testing. Performed 1 slump test out of load 1. The slump measured 4.5 inches respectively. All work was in compliance with approved plans and specifications. No problems were noted during placement. A total of 27 "cubic yards were placed. Departed jobsite at 1530 hrs. CC 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 Facsimile: (530) 891-4243 ---iTc . APPLIED TESTING CONSULTANTS •MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve •, Client: Address: City, State Zip: Attn: Project: Soil Description: Trial No: Water Added Gross compacted wt:' Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 125.0 124.0 U a p: 123.0 N C V 122.0 O 121.0 120.0 7.0% Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Karl Chamberlain Wild Goose Gas Storage Class II A.B. - Bihlman Butte Rock 1 2 3 4 350 600 7191 7428 2765 2765 4426 46631 1 130.1 137.11 1 121.0 123.51 1 1 2 3 4 1020.9 1102.7 955.2 1001.2 81.9 81.9 873.3 919.3 65.7. 101.5 7.5% 11.0% Sample No: GP -1 Date: 17 -Jun -98 Tech: B. Carter Sample Weight: 15600 grams Rock Correction' ASTM D4718 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: 8.0% 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% Moisture Content (% of dry weight) Max density from curve: 124.2 Max adjusted density: 124.2 pcf This test was performed per ASTM 1.557 Optimum moisture:10.1 % Reviewed by: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 a I r� I l Rl �J APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECnON Dail ection Report 6iiit Reinforcing DATE: I/ PROJECT: CASE INSPECTOR: L Wt L�b d!v 199 DIMES E. YJ1JW1 . DESCRIPTION OF WORK: Weather: Ceh, L Temp. 67 5 Dd Arrived at jobsite at of hrs. special inspection ,pQ Concrete Temp:'I 1 v Cast 2 set(s) of S cylinders placed at: �jPerformed Performed sampling only pQ For concrete TIced at: H`(�Rglbt�l Sx i� No r r#*jK Y t •+ h p; N • pvu.w&E [ ] Inspected reinforcing placement for. Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: [ ] Reinforcing Details: • [(Bar sins, laps, location, spacing andtd] No problems were noted during the placement Clearances were as drawn. Except as noted below: p4First load arrived atkl—=hrs. Verified proper mix design as O" 101(0 FA . [)vionitorred all loads for proper mix and slump [All concrete was properly consolidated by use of a mechanical vibrator. [Performed slump test(s) at load(s)#: (0 1 r -7 �Q Departed jobsite at 1230 hrs. �Q Slump measured: 4 •cinches jNotes/Comments: i A^ -tic-5b 'Ana D s T 3050 Tronwee Dive, Ste. 35 - Chico, CA 9S973 . Talep mr. (530) 891.6825 - Fame: (M) 891-4243 RECEIVM AN i 'QQ APPLIED TESTING CONSULTANTS MES L. YOUNG MATERIALS ENGINEERING TESTING AND INSPECTION Dal�nspection Report Concrete Reinforcing DATE: PROJECT: INSPECTOR: L C°1+oftQk" %.r1- wt„c„b G•Wes � DESCRIPTION OF WORK: Weather. CAa2 t Temp. dim _ [)4 Arrived at jobsite at 12AY0 ins, pQ Concrete Temp: rA Performed special inspection to Cast _1_ sags) of ,IT cylinders placed at: [ ] Performed��sappmlaplling only 5LAL � r PSI0 -M2_ �Q Fo5l�6 F+S at: TA Inspected reinforcing placement for Work was in compliance with approved plans and specifications. • [)(Reinforcing Details: I 229 [90 _ Bar sixes, laps, location, spacing and / clearances were as drawn. First load arrived atA=L hrs. Verified proper mix design as Qaj to FA _ Monitored all loads for proper mix -aid slump [� All concrete was properly consolidated by use of a mechanical vibrator. Performed slump test(s) at load(s)#: 1 {Slump measured: X) inches Notes/Comments: • [ )Per Concrete Details: No problems were noted during the placement [ ] Except as noted below: 14 Departed jobsite at tSflohrs. 9080 Thamtree Drhe, SW 35 - QkO. CA 95973 • Telephone: (530) 891.8825 • Fac*de: (SM) 891.4243 Tn V70 �!07A. X" F-- T77ffT?T9 YO'?H? SYN gS^ ! gt,9OP4T YY. -T ft ST GR /'_q /To iuclear. Density Test A .0 .–j" --T, F (4, RECEIVK . �A ort Per ASTM 1557 II•nl: ea,•�r. *Y. state An: 1411et: W l �IiCsOATE Gr�.1=�tl�� OU b6avlrAlm rg• I CALt$nAtION bAtA_ l)s �•� Std sht. ::anew –r– 3 U-t%vn+wd, .._.....'.Z&: .......__.._ . _. TCAo 1648 Dj1h LOW%,orOVO& W 494AtB 9.5 gli / S. E^ST E 4" west CoQ•tEe — J-�-`�--'�.. �.3 nnpnd 3N. Ne. raw: 1011 MA, /-? /49 T""' LC'.&OA"tw ah 30 �eb•>,.� Id �1 caMM �a„P, -gob 7' Z !t 1 T .=® i� Performed (o nuclear density tests at rancbm kxaC,nns as itxrrcalecJ'tirnve. } Performed retests of•previousty failed areas. } A sem* of the utaf&W was obtalned and reburied to ttte labcxalory to a molstiae dually curve. } At dA ootttpletbn of the =w. ft test rewtts hp less qM1, % WmPOC ton, } Tests Wbd due b &,Mslve molstme. } Tests faked due b noasutlldent wmMctNe Wort. OThis area will be reworked and retested at a tater tlrrtc. ip test results Wicate at least Qs % relallve c*MmcUun. er �eDarted jobsha at wo tics. _ 7n IRI V,7(T \n3H.VtVyl 177aTH9 \03H NVH 9SF'_9bROFST YF'. -.T' 5'6: eT 66/.O /TO C, APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing DATE: AQ 0 i PROJECT: i L.V S INSPECTOR: DESCRIPTION OF WORK: Weather. 1:!24FAA Temp. Arrived at jobsite at hm.Concrete Temp: = Performed special inspection Cast set(s) of 5:7cylinden+ placed at: [ ] Performed sampling only Wor concrete place] at: -�+ po 516F E s Inspected reinforcing placement for. Work was in compliance with approved pe sly �t�� 5 plans and specifications. r � Per Concrete Details: �QQ Reinforcing Details: ,Q� /4 C. /$ *Bar sizes, laps, location, spacing and ,0 No problems were noted during the placement clearances were as drawn. [ ] Except as noted below: bj First load arrived atl3yShrs. K] Verified proper mix design as a 066/6 pQ Monitored all loads for proper mix and slump kj All concrete was properly consolidated by use of a mechanical vibrator. Performed slumptest s) at load(s)#: Slump measured:�inches Notes/Comments: Departed jobsite a# J bars. 0 DATE: /D 7,0 . _�:. .. �.... ::Aro/ wily Impection Report Concrete/ Reinforcing PROJWr-. INSPECMR: Q C 61 S" Ald $j (L;b DESCRIPTION OF WORK: Wealhw. M I L-�_ Tanp.-- 90 * JpAmrivedatjobsiteatI221) hm-7 Concrete Temp: :1 Performed special, inspection Cost I sets) of i5cylinders placed at Pafomwd xwnplihg only For cmwft placed at MeTHPMf,L k-PtA t4 b #*,' &'" hmpected mWordng placement for. Work was in compliance with approved. 6? 12" oc% rrit e> plans arml specificadom 4o mAAq,%.i, Fborvw(r 43)b uj E4,( -.s &,/A [))Sw sizi% IuM location, sparing and clearances were as drawn. COW load arrived at-WDISM VetifiedINWO, mix design as QIQ (a Mb -4- WN all loads for IXmix and clump All concIde Was pnqMy consolidated by we of I Per Concrete Details: e. J4- [ Arrived at jobsite at 1 n 4- No problems were noted during the placernest Except as noted below: "wWjobdw at L'Xits. No1A8rAXMrAtdM /at 7 ?=,rm Z 4' 3L 4 A T. —y�Ts G .t '98 APPLIED TESTING CONSULTANTS "7 " tZ E. MATERIALS ENGINEERING TESTING AND INSPEC770M Daily Inspection Report • Concrete/ Reinforcing DATE: t O t PROJECT: INSPECTOR: �.- C-b1AP�►'�Alei wt Lb &C1b%E- DESCRIPTION OF WORK: Doi�Arrived at jobsite at .(hrs. Performed special. inspection [ i Performed samplig only For concrete placed at: rY1�.TNMIOL l��Cia 1C { [ J Inspected reinforcing placement for. I ] Reinforcing Details: ! 3-t0- 7733k4K 17ar sizes, laps, location, spacing acrd clearances were as drawn. [irst load arrived at jg= hrs. erified proper mix design as Monitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. Pd Performed slump test(s) at load(s)#: X Slump measured: 4•Z) inches Notes/Comments: Weather: EAiZ Temp. Concrete Temp: e Cast -.� set(s) of cylinders placed at: E4Vr SA, -O ft91-16.sPATW-V '(>-0Vork was in compliance with approved• plans and specifications. m• [ ] Per Concrete Details: No problems were noted during the pi [ J Except as noted below: N6eparted jobsite at_I lj,=%Vhrs. �t S'/ -L LiRDS T -n'7+ VW! Vn"JgrTVN 1770T)iM \l1-:q.T.«vv q9S 9fR0P9T \t-! _ :qT QA!i-T/0 . • d' is •: - DATE: D INSPECTOR: Concrete/ Reinforcing PROJECT: o 0-f-Vir DESCRIPTION OF WORK: Weather. & Temp._ Arrived at jobsite at hrs. JM Concrete Temp: Performed special inspection 'Cast sets) of cylinders placed at: ] Performed sampling only Q �t t C e– i -e ✓ �Q For a 0 t x*r Ate � (gip 109 *IA'!Q�'•1o/' Inspected reinforcing placement for. (Work U ovo! was in compliance with approved- , fans and 'r-0. 40 DAT.,D IV[ ! Z p _ spedrcaons. ( ] Reinfaming Details: [ ] Per Concrete Details: j ] Bar siuss laps, location, spacing and No problems were noted during the placement cleenanoes nae as drawn. (] Except as noted below: First load arrived at jf-3a hm VenSed.ptWu aux deatga.as Monitored all loads for proper mix and slump . All eottcaete was properly consolidated by use of a meci�mical v'bratoc. ' Performed slump tests at load(s�k 'Z Slump r Pmwed:inch= Notes/Convuents: �Q Departed jobsite at,&j&hrs. SV y,A s "Mae - ,i:�:.;", •. ere T •` •�� l,'-7 P l' (1 'T U T T i'7T « � T 7-? /T T V n \'n. 717 T T [: )7 A �` C` i (! z O () �' C T t' �-' -T 7 7 ! !1 ". r) Q (i - T ' (1 j DATE: 1000 /V jv-& /Q - APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND MUPECTION Daily Inspection Report Concrete/ Reinforcing PROJECT: INSPECTOR: L Che( "PA DESCRIPTION OF WORK: Arrived at jobsite at _4239(Z hrs. Performed special inspection [ ] Performed sampling only Do For concrete placed at: Co w4%-~ -W&-jr %%Lv L CE ] Inspected reinforcing placement for: [ ] Reinforcing Details: ] Bar sizes, laps, location, spacing and clearances were as drawn. W I L4> Weather: dLffjje_ Temp._ Concrete Temp: Q Cast J_ set(s) of -S cylinders placed at: U& 1U4 Ll� D F 2I OvA"N-SP SLA'e3 Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: rNo problems were noted during the placement Except as noted below: XFirst load arrived at.= o hrs. Verified proper mix design as X- tA Monitored all loads for proper mix and slu [)(All concrete was properly consolidated'by use of a mechanical vibrator. Performed slump test(s) at load(s)#: 3 Qp Departed jobsite at_L3go hrs. Slump measured: .4•71j inches Notes/Comments: W9• Nlau N0HH1.WN --- xalfflN9 NO3HIAVU — 99£LPt90RST YY4 F7.:9T R6/10IQT 0 APPLIED TESTING CONSULTANTS MAMMALS ENGINEERING • TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing ' PROJECT: INSPECTOR: Z C *PA*l*n/ DESCRIPTION OF WORK: Weather: CAML Temp. U& [A Arrived at jobsite at 011 0 hrs. Concrete'1'emp: is j$ Performed special inspection Cast _L set(s) of cylinders placed at: [ ] Performed sampling only Of, ANi P+e &-eA flQ For concleeto ppI �EE�'ee6 lV& D LAST �J1t�1 VMOCl l�M+tll GQJC + / t6[" [ ] Inspected reinforcing placement for: pQ Work was in compliance with approved plans and specifications. [ ] Reinforcing Details: [ ] Bar sizes, laps, location, spacing and clearances were as drawn. DQ First load arrived at p43O hrs. [� Verified proper mix design as LZOI&M Monitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. Performed slump test(s) at load(s)#: y- . [� Slump measured:- 4.o inches Notes/Comments: [ ] Per Concrete Details: SCJ No problems were noted during the placement [ ] Except as noted below: P<Dcparted jobsite at /D1f hrs. mm- ybs l3to•0 41 _ 114, • 39 _10'r4 �Ze b0- ?1. TOI�h NHa NO3HIAYH aIGTHO N0HH1A1Yd 99£49680£ST Wi 09:TT 96i6Z.'60 -- - _ A Nuclear. Density Testing Report Per ASTM 1557 Ic l4 @b: rtapad sp. Ib. hM: 1-804: 1 of 1dMns: oast j•ZCr ity. Slaw. Tom' AM%- r6oj.cr. w t `t� �e-Vl7S E, San Daae.tpIWN II cameo o / is CALIWMTiON DATA: r>•ndy std. Mn+aawa Sid. Oruly t.0 ldetdw•>o Cewpaesten Cameacmn E �+ -----;---- --- Da. O Cuw3 a Pto. (%` MatrOWORY ��•.c/ MotA Genla� g Arrtveo at paafr.,r� Ms.. — 1 w Fs a Performed rxrclear density tests at random locations as itulicated above. Performed / retests of prevlously tailed areas. I j A um* of the nuterial was obtained and returned to Ute laboratory for a moisture density curve. I At +A eompiebm ollthe am. the test results Indicated less titan % compaction. I 1 'T" fd6d due b excessive moisture. jTests laded due to nonsufrWent cornpactive effort. This area will be reworked and retested at a later firm. , ( P test results Indicate at least f� relative compaction. I l Departed bbmIte atIt I5 i`jS-170D ?.'_ -I _67 '130. t32.--. ,It r J2 r. 2 ell, S 1 5 LAA A' -tat. ijZ //),4 zD. /r) 3, 7 4 it 0-7 T7F-1-f Cv— -tr 4 7!; k/A.4341. g Arrtveo at paafr.,r� Ms.. — 1 w Fs a Performed rxrclear density tests at random locations as itulicated above. Performed / retests of prevlously tailed areas. I j A um* of the nuterial was obtained and returned to Ute laboratory for a moisture density curve. I At +A eompiebm ollthe am. the test results Indicated less titan % compaction. I 1 'T" fd6d due b excessive moisture. jTests laded due to nonsufrWent cornpactive effort. This area will be reworked and retested at a later firm. , ( P test results Indicate at least f� relative compaction. I l Departed bbmIte atIt I5 i`jS-170D 1 717 - 'INSPECTOR:. 0n1 -toyed fl1CC118l1iC8 performed Slump -ma Notes/Comncnt a nsPetfi6d�� a ::t. ..::,.... la `= (3oncrEte/- Reinfb -g1vk ar:5. p O� OF WORK: Weather. Temp. to a1 v� v nr& yq wwcCLc i anp. I(?- - T ial inspection (q Cast f sets) of cylindecs placed at: -F- fling only�T 'S l iiC OF itiirig pla+cement:for: _ KWork was. in: compliance with a . _ ved plans and specifications. �` Per Conciete Details• 1� / 77. " iQn, spacing and 6,p +oblems were noted during the.placement fes' lawn. ';' E%4i-ULnoted below: �ads.'vrpiopec p r paiy conn t. se o - �.__ at lDep::` jobs ►inches L .. .,` ..`:. i•�. 1 .. • ATr M - -- F APPLIED TESTING CONSULTANTS MATERMLS ENGINEERING Daily Inspection Report Concrete/ Reinforcing DATE: PROJECT: iJU t t,t� G-cTgS �, INSPECTOR: L (V1P(44cd H DESCRIPTION OF WORK: Weather: Coe ( Temp. --6 4_ Arrived at jobsite atm hrs. KConcrete Temp: -7 Performed special inspection Cast set(s) of cylinders placed at: j ] Performed sampling only t, [ For concrete placed at: t r �� D Z• rt �, int Aae—Q-t.� 4&tk H!»:1 [ J Inspected reinforcing placement for: [ ] Reinforcing Details: • [ ] Bar sizes, laps, location, spacing and clearances were as drawn. VFirst load arrived at 0 hrs. Verified proper mix design as [1iVlonitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. Q Performed slump test(s) at load(s)#: �i- [ ] Slump measured: -4. t) inches 0 Notes/Comments: �j Work was in compliance with approved plans and specifications. [ )Per Concrete Details: No problems were noted during the placement ] Except as noted below: [� Departed jobsite atZC_lirs. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing. DATE: INSPECTOR: 4- 0, 0-"44" 44 DESCRIPTION OF WORK: PROJECT: BVI JD Weather: V,)AeM Temp. PrP [%f Arrived at jobsite at /;#S hrs. Concrete Temp: DoPerformed special inspection [ Cast_(seta s) of cylrndcrs placed at: [ J Performed sampling only S Ib E For concrete placed at: ®F ger �m K.*4 L � �A-Lte b Sca$ Inspected reinforcing placement for: Pork was in compliance with approved '!� 05 ap IZ O¢ . %va2— // plans and specifications. 1-0 W mr-U/ L U of t -L S Reinforcing Details: E-/ /.3-1 - l o 04 Bar sizes, laps, location, spacing and clearances were as drawn. First load arrived aV46 0 hrs. Verified proper mix design as Q'10t &AA Monitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. [ Performed slump test(s) at load(s)#: 1 [KSlump measured: *0 inches Notes/Comments: E 1 Per Concrete Details: KNo problems were noted during the placement [ ] Except as noted below: (Departed jobsite athrs. ZOln Naa NO3HIAVH A31aluo NO3HINVH 99£L9490£9T XV3 6£:9T 86/ZZ/60 *!!Tc��M DATE: �a APPLIED TESTING CONSULTANTS MAMMALS ENGINEERING TESTING AND INSPEC?70N Daily Inspection. Report Concrete/'Reinforcing INSPECTOR: La -K - DESCRIPTION OF WORK: PROJECT I Weather. Temp., Arrived at jobsite at hrs. Concrete Temp: 7 i Performed special inspection f Cacr cet(s) of cylinders placed at: ] Performed sampling only A f 1 sue �,� S �Q i 1ornplace�d at5Ly^�J�L�v►_ A -4f 5-,3 [ ] Inspected reinforcing placement far. Work was in compliance with approved plans and specifications. •, Reinforcing Details; [ ] Bar sizes, laps, location, spacing and clearances were as drawn. First load arrived at-hrs. Werified proper mix design as _Otea iQ AA V.Munitored all loads for proper mix and slump [ All concrete was pi+operly consolidated by use of a mechanical vibrator. (q Performed slump tcat(s) at load(s)#. [Slump measured:-J�ainches [ ] Per C.nnerrte Details- } No problems were noted during the placement [ ] Except as noted below: poepartedjobsite at_gMhrs. to R1 Xnalun NO3HIAV6 99CL9t9MT Tt3 SC 9T SR%Ot'6� • 40 iA.C.% (-V ixy.'¢ l �Tlc- APPLIED TESTING CONSULTANTS IKATFR/AL6 ENGIlYEEIt/NG TESTTNQ AND /NSPEG77oN Daily Inspection Report Concrete/ Rei4forcing ' DATE: 9A91981 PROJECT. INSPECTOR: DESCRIPTION OF WORK: Weather: Temp. (�- j Arrived at jobsite at4�6—VZ6. ) Concretc Temp: �Q Performed special inspection Q Cast r sets) of cylinders placed at: [ ] Performed sampling only �nr rnne"M rlac� at' oma► Cu. C I* 9 A-1 [ ]Inspected reinforcing placement for. )A Work was in compliance with approved plans and specifications. [ ] Reinforcing Details: [ ] Bar sizes, laps, location, spacing and clearances were as drawn. '[First load arrived at C940 In. y0J Verified proper mix design as _ Oceol r AA - or 311 loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. I ] Per Concrete Details: X -No problems were noted during the placement [ ] Except as noted below: erformed slump test(s) at P(Tleparted jobsite at-aw1hrs. t Phunp measured: _inches Notes/Comments: APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECnON Daily Inspection Report Concrete/ ReinforcingDATE: po, _ esg PROJECT: \,,J,! CAt moose INSPECTOR: to >4 DESCRIPTION OF WORK: Weather -Cl r I Temp. --1 p' jM Arrivedat jobsite at Q7e>n hrs. bQ Performed special inspection [ I Performed sampling only (] For concrete placed at: W Concrete Temp:_ [fid Cast _L set(s) of _.5- cylinders placed at: 6til�c"t 60-01,4-0�0r [ ] Inspected reinforcing placement for: $u [ j Work was in compliance with approved plans and specifications. [ ] Reinforcing Details: I I Bar sizes, laps, location, spacing and clearances were as drawn. bQ First load arrived atog= hrs. Verified proper mix design as Cp60 14 Fd, �Q Monitored all loads for proper mix and slump �Q All concrete was properly consolidated by use of a mechanical vibrator. Performed slump test(s) at load(s)#: Slump measured -3N4 A inches ( ] Per Concrete Details: No problems were noted during the placement [ ] Except as noted below: [ I Departed jobsite atLqZQ�hrs. G may,^ • 8d WU20:60 8661 Z0 .das 986T 968 02S : 'ON BNOHd NOI1UNOdNO0 Gaoji100d : W08d APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TES77NG AND /NSPEC77oN Daily Inspection Report Concrete/ Reinforcing DATE: PROJECT: khkJ 6v0'% -Q, INSPECTOR: DESCRIPTION OF WORK: %Arrived at jobsite at hrs. DCPerformed special inspection [ ] Performed sampling only [)Por concrete placed at: 4 r, w, [ ] Inspected reinforcing placement for: ( )Reinforcing Details: [ ] Bar sizes, laps, location, spacing and clearances were as drawn. [jVFirst load arrived atagm hm. erified proper mix design as j=d fP . '+A . Monitored all loads for proper mix and slump RAII concrete was properly consolidated by use of a mechanical vibrator. Performed slump test(s) at load(s)#: 6 [Slump measured: ,•inches Notes/Comments: e a Weather: t dM Temp. w Concrete Temp: -1'1 M''C.ast I set(s) of _a cylinders placed at: +*'-� e �) f'31 )o�VVork was in compliance with approved plans and specifications. [ ] Per Concrete Details: No problems were noted during the placement [ ] Except as noted below: - Departed jobsite atj=hrs. VO 39Vd NIV7639WVHO "lNVA E669EL90ES bZ:8T 866T/TE/80 r� u • A DATE: c3 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing INSPECTOR: a'v� . DESCRIPTION OF WORK: PROJECT - "j "n Weather: Temp. Arrived at jobsite at S3 i•s. XConcrete Temp: —7 8 Performed special inspection Cast _4sets) of & cylinders placed at: [ ] Performed sampling only �� 6 For concrete placedt: t [ ]Inspected, reinforcing placement for: • [ ] Reinforcing Details: [ ] Bar sizes, laps, location, spacing and clearances were as drawn. ' XFirst load arrived at_okohrs. rY vfVerified proper mix design as 0 0 onitored all loads for proper mix and slump [All concrete was properly consolidated by use of a mechanical vibrator. erfonmed slump test(s) at load(s)#: 2.. Slump measured: 4.0 inches Notes/Comments: [� Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: No problems were noted during the placement [ ] Except as noted below: 4940 ,weparted jobsite athrs. APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TES71NO AND INSPECTION Us&. mm� nd.,.i*.. Taa4ines 0wrrnr0 Par ARTM 1567 • • 80 39Vd 3080 Thorntres Drivo, Ste. 35 • Chico. CA 45973 • Telephone: (530) 891-8625 - Facsimile: (530) 891.4243 NItil�13EWhHO 6669r'L90ES 6Z -"Li 866Z!6Z/8© sec. Ma 12 Raytheon Engineers 3 Contractors Pose! 1 of 1 P 0 Lana 87 Dene: 8/27/98 cft,ean: Gridley, CA 9:5948 Teen: L. Chapman 1Cdo Owns erlain Pte: Old Goose Ges Storage, Phase 11 sa oncripdw: Class It Aggregate Base Gouge w CAUSRATM DATA: b M. Compwwi lVuKdilrR Rv:lnr Req -d % Curve No. T-1 Mex ON Density 124.2 OPL Mehl Conten 10.1 >iSX Ted et H2O Dry M01011"% Tett A Oath Location 6ev. Oensfb O—Ity owmily OW"ft Come. Results TO 8" PIC Launcher, West End FSG 126.2 8.8 119.4 5.7 97% PASS 71 81 PIC LauncMr. Ent End FSG 128.2 10.2 118.0 8.8 96% ,PASS _ Pipe Uns Crossing G West 72 8" U Rd North End FG 129.2 8.0 121.2 8.8. 9896 PASS Pipe Una Crossing a Wast 73 8" LIbwW Rd.. South End FG 127.0 6.4 120.6 5.3 98% PASS REPORT: Antved at job9lte at 1000 hrs. to perform compaction testing of the PIG Launcher and Pipe Line Crossing at Went Liberty Road. Performed 4 nuclear gansity tests at randorn lutations, as indicated above. All toot results indicate at least 45% relative compection. Departed jobsite at 1200 hrs. tat fasvbrree by 80 39Vd 3080 Thorntres Drivo, Ste. 35 • Chico. CA 45973 • Telephone: (530) 891-8625 - Facsimile: (530) 891.4243 NItil�13EWhHO 6669r'L90ES 6Z -"Li 866Z!6Z/8© 40 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing DATE. PROJECT: • V 1NSPECTOR. DESCRIPTION OF WORK: Arrived at jobsite at _glt)hrs. Performed special inspection ] Performed sampling only For concreteMaced at: _ Weather. Tcmp. Concrete Temp: Q Cast -L set(s) of cylinders placed at: [ ] Inspected reinforcing placement for: [Work was in compliance with approved pluns and spmilications. ) Reinforcing Details- ] Bar sizes, laps, location, spacing and clearances were a% drawn. First load arrived atm hrs. Verified proper mix design as' (a A4 - NA Monitored all loads for proper mix and slump 0 All concrete was properly consolidated by use of a mechanical vibrator. Performed slump tests) at load(s)#: Slump measured:4,0 nches Notes/Comments: _ -14� [ ] Per Concrete Details: No problems were noted during the placement [ ) Except as noted below: ./ot`e�P Yele too 0 Departed jobsite atg27Mhrs. 5-S IS anon T1............ rM.t.... Co- OC PA 00074 . TALw j .- /C,2 n% 4011.ii9F Geroirnilo• /r.'iA1 A01 .didi S0 E659EL90ES ZZI:6Z 866Z/bZ/80 ACT J, L . t4- iTC APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND /NSPEC770N Daily Inspection Report G Concrete/ Reinforcing DATE: a PROJECT: INSPECTOR: DESCRIPTION OF WORK: Weather: Temp._ [20 Arrived at jobsite at L;Z hrs. crformed special inspection ] Performed sampling only r cone: V?� �.�t.le�.,. v t o3 [ ] Inspected reinforcing placement for: V � , t i& ( Reinforcing Details:/Q A —;- 31t- .41!1;o A,/A 13 • to -Lac �ar sizes, laps, location, spacing and clearances were as drawn. Sj(_First load arrived at_ hrs. Verified proper mix design as Q�Qp�,rj L� 4 . Monitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. DfPerform6d slump test(s) at load(s)#:1 lump measured: !f,• 0 inches Notes/Comments: • bdConcrete Temp: 'TZ° 'Cast _2_ set(s) of K cylinders placed at: 17c.�•t 5AIPcn6' U 2-0 1 f- I ['Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: No problems were noted during the placement [ ] Except as noted below: Departed jobsite at_/40hrs. 60 39Vd NIC-Id39WVHD 18VA 6669CL9069 89:60 866i/0Z/80 DATE: d 1 7 r APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ Reinforcing PROJECT:. INSPECTOR: C �� DESCRIPTION OF WORK: Weather: Temp._�L7 Arrived at jobsite at jDj-:rhrs.. [Concrete Temp: Performed special inspection Cast set(s) of cylinders placed at: ] Performed sampling only (�or concrete placed (R/l.a [ ] Inspected reinforcing placement for:: ["'!ork was in compliance with approved plans and specifications. [ ] Per Concrete Details: •' Reinforcing Details: [ ] Bar sizes, laps, location, spacing and clearances were as drawn. First load arrived at_01W hrs. Verified proper mix design as nool. Monitored all loads for proper mix and slump All concrete was properly consolidated by use of a mechanical vibrator. erformed slump test(s) at load(s)#: Slump measured: 3 - D inches Notes/Comments: FW No problems were noted during the placement ] Except as noted below: Departed jobsite atQ1L&hrs. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSpECT/ON Daily Inspection. Report , Concrete/ Reinforcing DATE: Y111 -7 PR�OJE/CT: INSPECTOR: C DESCRIPTION OF WORK: Weather: Temp. Arrived at jobsite at �.. 11rconcrete Temp: 1 Performed special inspection Cast set(s) of cylinders placed at: Performed sampling only Wor concrete placed - (J [ J Inspected reinforcing placement for: 11,Nork was in compliance with approved plans and specifications. �1 Reinforcing Details: [ J Bar sizes, laps, location, spacing and clearances were as drawn. First load arrived atj)5f3Z hrs. Verified proper mix design as . Monitored all loads for proper mit and slump All concrete was properly consolidated by use of a mechanical vibrator. erformed slump test(s) at load(s)#: Slump measured: 3 D inches YU Notes/Comments: ( J Per Concrete Details: r No problems were noted during the placement Except as noted below: Departed jobsite at�� hrs. !ZZ aS ° 9d Wd0S:L0 866T LT 'Fond. 986T 908 029 : 'ON 9NOHd NOIIH6O8NOD G�JOdAOO.�J W0�ld DATE: 3 Daily Inspection Report INSPECTOR: (, e-1 � DESCRIPTION OF WORK: PROJECT: �aj Weather: CICA.-" Temp._ [Arrived at jobsite ayrs.KCastj_set(s)of Grout Temp: b'7 Performed special inspection -samples placed at: Perfo Grout / Mortar sampling only FO Grout Mortar placed at: C 04(:& [ ] Inspected wall reinforcing placement for: A Work was in compliance with approved plans and specifications. 0 ; Per Reinforcing Details: [ ] Verified proper Bar sizes, laps, location, spacing, and clearances. [ J All cells were found to be clean and free of deleterious materials [ J Inspected cleanouts for high lift grout [ ] First load arrived at hrs. [ j Verified proper mix design as { ] Monitored all Ioads for proper mix and slump [ ] All cells were properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at Ioad(s)#: [ ] Slump measured: inches Notes/Comments: *[ ] Per Structural Details: Pol:No problems were noted during the placement [ ] Except as noted below: [ ] Departed jobsite at OM hrs. • • AVG -12-90 68:36 AM ATC -APPLIED TESTING 330 691 4243 P.01 APPLIED TESTING CONSULTANTS YAMALS EWGINEENrnra TESTING AND WSPECMAI Daily Inspection Report Concrete! 'Reinforcing DATE: / rL INSPECTOR:.Ldierama,, DESCRIPTION OF WORM WaTived at jobsite athts. etformed special inspection Performed sampling only For concrete placed at: r rinQ.4aV, 50A-%& 1 LA.4•— UA t.s7r inspected miaforcing placement for: ( Reinforcing Details: 1-6 — 10—. ( k 11, Bar sites, laps, location, spacing and clearances were as drawn. First load arrived athrs. erified proper mix design as onitomd all loads for proper mix and slump 11 concrete was properly consolidated by use of a mechanical vibrator. erformed slump tests) at lood(s)#: .3 I lump titeaswrod:.tLi hes PROJECT: n W 6e&t� Weather: Temp. Concrete Temp: '--79 ,I f cast jset($) of cylinders placed at: S•ScDlS P4Work was in compliance with approved plans and specifications. [ l Per Concrete Details: No problems were noted during the placement j Except as noted below: (Departed jobsite at 3000 Thomtr" Dovr, 8M. 3s • Chi=. CA QcA7% *a.r r........._ _. -. ..._ AUG712-y6 0e:a6 AM ATC -APPLIED TESTING 538 6p1 424E P.01 APPLIED TESTING CONSULTANTS WMHALS ENGJHEEMW TE8T/NQ AKD wSpecridiv Dsily Inspection Report Concrete/ Reinforcing DATE: All a PROJEC'T:_ Q INSPECTOR:. �Jl?U�Cr� DESCRIPTION OF WORK: Weather. Temp._&r Wved at jobsito at 03 �l� hrs. erformederspecial inspection j Perfbrmed sampling only (q For concrete placed at: tw, wt _ (K- Infected reinforcing placement for: Qt c • (Reinforcing Details:_, fb —(0— - O-tkt1- Bar sizes, laps, location, spacing and clearaneea were as drawn. Frost load thrived at tars. Icrified proper mix design ea _C001 _(D to ionhored all loads for proper mix and slump 11 concrete was properly consolidated by use of a mechanical vibrator. Werformed slump to gt ) at Ioed(s)#. 3 �Concrete Temp: -7 /�Cast L sots) of cylinders placed at: S•ScO�tS �vi P4Vork was in compliance with approved plans And specifications. Per Concrete Dotails: No problems were noted during the placement J Except as noted below: (Departed jobsite aqMj_hrs. i 1 _ w 1! i0a0 Thomdw Naive, Ste. 35 • Chim. CA 4.9;a M yq �C1F1,J AITI-i1]J7QI.IHUr• �v�+., rrrnr,nnr.r ��. � ..��_ .-� .�. �. ARB ARB, Inc. INa 4042 Patton Way • Bakersfield. CA 93308 • (805) 589.5070 General Contractor license — 194079 CONCRETE POUR CARD PROJECT NAME: 9— JOB NO. (� `��OZ S PLACFIMW STARTED. POUR COMPLETED. DATE TIME ;0 DATE VLa—ff s/ TIME 0 %ice POUR NO -__& QUANTITY �6_ V X. V C.Y. LMATIUN V/ G �, — V �L 03 ELEVATIQN di 6 MIX GIO�arq STRENGTH PSI —wo p &Tv&%iO 41.e M/N. rrpAe TO BE CHECKED BEFORE APPROVAL IS GIVEN SUBCONTRACM AND DATE F011 IN (Clean -Up or Compaction)................................................................ Fors— tine and Grade..................................................................................... Forms — Clean -Up or Coatings (Oil or Sealer) ................................................... SteelRe-Inforcetnent........................................................................................... Wateratop.............................................................................:........................... Miscetianeous Metal............................................................................................. Equipment Embedments (Andes Bogs, etc.) ...................................................... Piping (Air, Water, Hydraulic)............................................................................... Electrical Conduits and Other............................................................................ EledrtcatGrounding.................................................................................... Pour Clean -Up (Washed Out, Blown Out)........................................................... LlgtRing for Night Placement................................................................................ Vbmtorand Spain............................................................................................. Aooess or Pour for Transit Mix Ttucks.................................................................. Curing (Water or Membrane Fomdng) ....................................................... CykWm to be taken by: Al jo THE ITEMS LISTED ABOVE HAVE BEEN INSPECTED AND ARE IN ACCORDANCE WITH DRAWINGS AND SPECIFICAI KN1S. (IndicM Bocsphr4e of pour reWinou by signing and dating.) 1 ARB, INC. By: By: INSPECTOR on 7nNJ I I T i-1'�\ 11�T1 � ILI I I I'1 1. I V •.I DATE DATE AM zoo. MWMI111 —I - I nn" 11 . . - 1.— 1-1 — • ■ow ■wo n-Q■O■rs�I No 2 P, an Yn CC JESTI w , G �\wf 3080 tAle 3S Mree Dr. Su1�e3S CWcoOS973 CA 95973 CONSULTANTS Tax Fax (916) 691.6625 (916) 891.1213 Daily Inspection Report Coucrete/ Reinforcing DATE: 51 INSPECTOR: DESCRIPTION OF WORK: 1'RC).1 Weather: Temp._ [ Arrivcd at jobsite at jq3n7Q iirs. Concrctc Temp: -1,5 f [ Performed special inspection Cast _-I sets) of 5.� cylinders representing [ Performed sampling only concrete placed at: A For concrete placed at: [ ] Inspected reinforcing placement for: [ ] Per Reinforcing Details: ] Verified proper Bar sizes, laps, location, spacing, and clearances �J First load arrived at O (ADirs. Verified proper mix design as0�201 (bf Monitored all loads for proper mix and slun)p All concrete was properly consolidated by use of a mechanical vibrator. IpWork was in compliance with approved plans and specifications. [ ] Per Concrete Details: [No problems were rioted during the placement ] Except as noted below: A total of 5'-d— cubic yards were placed toda_ I" Performed slump test(s) at load(s)H: 'J Departed jobsite at� hrs. [XSlump(s) measured: -d- inches respectfully. XM'nvwrwe� Dr. Chim CA TESTING • SyM d_.. 4n CNS .TA S _ � :11821-"25 - . Daily Inspection ReportIL C _ Concrete/ Reinforcing . DATE: PRO M -m INSPECTOR: DESCRIPTION OF WORK: .Weather. lyZdsd!� i'emp.�:Z e-)_ ( Arrived at jobsite at lus. Concrete Tcmp:�"'l.S ( Performed special inspection Cast cet(s) of 5 cylinders representingj Performed sampling only ccmcrcte placed at: For concrete placed at: U-A-A� 11Ae � . kJJA4— C.&,f 4Akj "_bkU 0+41 ( l inspected reinforcing placement for: [ ] Per Reinforcing Detail.-. Work was in compliance with approved plans and specifications. e [ J Per Concrete Details: [ ] Verified proper Bar sizes, laps, location, spacing,No problems were doted during the placement and clearances. I, ,Except as noted below: J First load arrived at O Yd Ohrs. Verified proper mix design as Monitored all loads for proper mix and slump A11 concrete was ro l consolidat d b u c c f a p per ye y s mechanical vibrator. A total of �46cubic yards were placed toda, Performed slump test(s) at load(s)#: Departed jobsite at�hrs. [,VSlump(s) measured: �tnches respectfully. % y �T�pcp mid m•a: APPLIED r-o—ertq too ■■� ■3MThomtreeDr. 0-ko,Ch TESTING CONSULTANTS rr t9;6)M1-:243 3 Daily Inspection Report Concrete/ Re-inforcing DATE: '7 I PROJECT - INSPECTOR: DESCRIPTION OF WORK: Weather:— T'cmp. r4)07 (o S �Q Arrived at jobsite at lirs. W.:oncrctc'1'cmp: [,_ Performed special inspection Cast _Zset(s) of cylinders representing [ ] Performed sampling only cnnerete placed at: c� Q [ For concrete placed at: .D (cis "�')Lv �6'v►'I f �li'�/1's-� � �Y 1,�c1 � N' • �.v.e�� G�tJ� "pJi -•{- � C A- 4, Q G7 �au�h A +_ [ J Inspected reinforcing placement for: j Work was in compliance with approved is J plans and specifications. 11cr Concrete Details: - ... - --Rein' o--- [ j Vered proper Bar sizes, laps, location, spacing, � No problems were ti(,.. --d during t.. pla�� ment ifi and clearances. [ J Exccpt as noted below: [,'First load arrived at 04COthrs. Verified proper mix design as Q (C Gyp - onitoi ed all loads for proper mix and slump 411 concrete was properly consolidated by use of a mechanical vibrator. PfA total of cubic yards were nl -c da,, erformed slump test(s) at load(s)#: 2 Departed jobsite ato hrs. Slump(s)_measured: 3. inches respectfully. Notes/Comments: s�� • , �� - yrs — C4° Y � StAbeXW1ix+trdre9Ik. 9S�mCA �. O!1lSU lTANT5 -- _ rAx (916) 891.6625 rax (916)891.424 Daily Inspection Report RECEIVE r Concrete/ Reinforcing A 14'M DATE:t�ttc�.tt�(.'i_. -0SG JAMES E. YOUR INSPECTOR: L ✓t. -",:,...._ -. DESCRIPTION 01'WORK' Weather: Arrived at jobsite at Performed special inspection Performed sampling only ( J i'u1 culrirct - l,laLCd at- L [ ] Inspected reinforcing Placement lbr: [ ] Per Reinforcing IMails: J Colic:rele 'l cmp: sct(s) of concrete placed at: cylinders rcilrescntin Work was in cornplianc:e with al)proved t,Lni� :mel crccific�tirnls. I Pct concrete Details: C_ [ ] Verified hroper Bat- sizes, laps,.locat1011, spacing, �Q N<� problems were noted during the pllecment and clearances. j ] Fxcept as noted below: First load arrived at 033 lrs. Verified proper mix deign as CYyd r (per_... Monitored all loads for prober mix raid slump All concrete was properly consolidated by use of a mechanical vibrator. b4 A total of cubic yards were placed today Performed slump test(s) at load(s)H; _ Departed jobsite at�►rs. Slumps) mcasuled: • !,L.. inchc5 cc.licuirully: Notes/Comments:_ £O'd !!99:90 86-bt-Lnc z 0 U W N. �I l z 0 U W N. r 0 a 2f APPLIED TESTING CONSULTANTS. MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspec ' ort Concret Reinfor ' DATE: ROJEM INSPECTOR: L� Cr�aS Z DESCRIPTION OF WORK: KArrived at jobsite at j-jM hm. Performed special inspection [ j Performed sampling only [ ] For concrete placed at: K Inspected reinforcing placement for. Gly cot.. ZBK4 I's o--.ao W. 40 Siler t0ZZ�Z° r • ] Rem�orc - Details: 1?j—te— 2a It Bar sins, laps, location, spacing and elewunces were as drawn. [� First load arrived at hrs. [ ] Verified proper mix design as [ ] Monitored all loads for props mix and slump . [ l All concrete was properly consolidated by use of a mechanical vibrator. weather. ol et•✓ Temp. ! f • [ ] Concrete Temp: [ ] Cast _ set(s) of _ cylinders placed at Pq Work was in compliance with approved plans and specifications [ ] Per Concrete Details: �Q No problems were noted during the plw mmt [ ] Except as noted below: ] Performed slump test(s) at load(s)#: Departed jobsite atjjW_hm ] Slump measwed: inches , Notes/Comments: nc c.ere I� 0 4os 3090 ThoMMM DOM. ML 35 - Chico, CA 95M • Taku* m+ee 15301891 825 - F� rent vwt- A. Ms £0 n NHa NO3HIAVH A3'IQIIIB NO3HZAVU 99£L9680£ST XV3 9Ss£T 66/8T/TO APPLIED TESTING CONSULTANTS. MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspec ' ort Concret Reinfor DATE:ROJECT: W t !,D G-aaS a INSPECTOR: DESCRIPTION OF WORK: 4 Weather: �_ L �� Temp. f— Arrived at jobsite at 12-,%n hrs. [ ] Concrete Temp: Performed special inspection [ ] Cast _ set(s) of cylinders placed at: [ ] Performed sampling only [ ] For concrete placed at: Inspected reinforcing placement for. Gly CoL �l4�t D�o� Stc., p510 - 2 is b S I t e -Ka crx -0 1 Reinforcing Details: 1.3-10-2.D I1 13-10— Z-0!51 Bar sizes, laps, location, spacing and clearances were as drawn. [ ] First load arrived at hrs. [ ] Verified proper mix design as [ ] Monitored all loads for proper mix and slump - [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: [ ] Slump measured: inches Notes/Comments: ox W Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: [yQ No problems were noted during the placement [ ] Except as noted below: ,QQ Departed jobsite at It/U hrs. 3080 Thomtree Drive, Ste. 35 • Chico. CA 95973 • Telephone: (530) 891-6625 - Facsinte. (530) 8914243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECn M Daily Inspection Re ort Concr einforcin INSPECTOR. DESCRIPTION OT WORK: Arrived at jobsite at � Aj--o hrs. Performed special inspection Performed sampling only [ J For concrete placed at: rX Inspected reinforcing placement for: 1�oC�SS.17A1�v►1 T�'+�tt -T--50Z Weather: Temp • ]� Reinforcing Details: 3 % 8 13 -10-Zt0'L r� Bar sizes, laps, location, spacing and clearances were as drawn. [ ] First load arrived at hrs. [ ] Verified proper mix design as [ ] Monitored all loads for proper mix and slump [ J All concrete was properly consolidated by use of a mechanical vibrator. [ J Performed slump test(s) at load(s)#: [ J Slump measured: inches Notes/Comments: 0 [ J Concrete Temp: [ ] Cast _ set(s) of _ cylinders placed at: (�Q Work was in compliance with approved plans and specifications. ( ) Per Concrete Details: ] No problems were noted during the placement ] Except as noted below: Pd Departed jobsite atj(A&hrs. /A-E��� • 0 0 C, DATE: A.C. t. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Re ort Concre Reinforcing PR WIA-wh INSPECTOR: C. Ct WADR4 /ems f DESCRIPTION Or WORK: Wcathcr: (,° kal-- Tcmp._ �Arrived at jobsite at QM hrs. [ ] Concrete Temp: Q] Performed special inspection [ ] Cast _ set(s) of _ cylindcrs placed at: [ ] Performed sampling only [ ] For concrete placed at: Inspected rei&bm ng placement for: r Work was in compliance with approved L"vE k H 0A4 -t014 P 75 pians and specifications. E' yo fb 4 �a �.o e•vo-Dec� w t5rs c � J Per Concrete Details: p�J Reinforcing Details: WLa-mgO . A& to•Zzj-g R/15 i Bar sizes, laps, location, spacing and [ ] No problems were noted during the placement clearances were as drawn. [ ] Except as noted below: [ ] First load wTived at hrs. [ J Verified proper mix design as [ ] Monitored all loads for proper mix and slump [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ J Performed slump test(s) at load(s)#: Departed jobsite at_L�hrs. [ ] Slump measured: inches TO 91 \3Q \03HI..It'N A379TUD NO3HIAkld 9q£:9t90££T Y'd ££:OT 96/87,:'60 r� u • 0 APPLIED TESTING CONSULTANTS iwTc MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concrete/ inforcin DATE: � f PROJECT: INSPECTOR: L Lam'! j'Nd' &nM5 z= DESCRIPTION OF WORK: Weather: Temp. 70 0 W Arrived' at jobsite at(= hrs. [ J Concrete Temp: 14 Perf6rmed special inspection [ j Cast _ set(s) of _ cylinders placed at: [ ] Performed sampling only [ ] For concrete placed at: Inspected reinforcing placement For. IS. S tom, ©f:- 1V4PU0'1'u R'E.. 1:54" PeAs - �Q Reinforcing Details: 13-1 O— 2,Lta G/G- I3— _ Z21 C gBar sizes, laps, location, spacing and clearances were as drawn. [ ) First load arrived at hrs. [ ] Verified proper mix design as [ ] Monitored all loads for proper mix and slump [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: [ J Slump measured: inches Notes/Comments: [ ] Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: ] No problems were noted during the placement J Except as noted below: K Departed jobsite mD?42f,>_hrs. DATE: INSPECTOR: APPLIED TESTING CONSULTANTS DESCRIPTION OF WORK: MATERIALS ENGINEERING T Daily Insz ' rt Concreteinforcing PRO : 'w C [Arrived at jobsite at •d� hrs. [�Performed sprc;ial hmpr. 6011 ] Performed sampling only [ ) For concrete placed at: KInspected inforcing placement for: tZ IV 6Z //Reinforcing Dctails:T 4A 12,Z,0 -1(04 Ix Baf sizes, laps, Imatiun, spacing and clearances were as drawn. [ J First load arrived at hrs. [ j Verified proper mix design as [ Monitored all loads for proper mix and slump [ ) All concrete was properly consolidated by use of a mt-rhanical vibrator. [ ] Performed slump test(s) at load(s)#: Weather: AX, i -+ RZ 4,14 - APPLIED •/44 AND INSPECTION 40 Temp. ( ) Concrete Temp: I ( ] Cast _ set(s) o�_ cylinders placed at: (�q Work was in con pliance with approved plans and specifications. (J Pur Concrete t)Jails: �o problems were noted during the placement [) Except as noted below: i eDeparted jobsite at1 hrs. 0 KTC i APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING tESTJNG AND INSPECTION Daily Inspection -Ren rt Concre �Rein�for�cin DATE: � i jjJ L �.--- INSPECTOR: DESCRIPTION OF WORK: Weather. Temp. Arrived at jobsite at - hrc [ J Concrete Temp: Performed special inspection [ ] Cast _ set(s) of _ cyli6ders placed at: Performed sampling only For concrete placed at: (Inspected reinforcing placement for Work was in compliance ith approved S�.a.�,x•.r+ I�'- t,u�o4i plans and specifications. V Reinforcing Details: A,1A X -C -4A 13-10-'U.03 [X'Bar sizes, laps, location, spacing and clearances were as drawn. 1 First load arrived at hrs. ] Verified proper mix design as J Monitored all loads for proper mix and slump J All concrete was properly consolidated by use of a mechanical vibrator. [ j Per Concrete Details: [' No problems wcre noted �Q Exucpt as tiuted below; g the placement o `" k&j.k(F.' ,(2 [ j Performed slump test(s) at lond(s)#: Pf Departed jobsite at& cJb hrs_ [ J Slump measured: inches Notes/Co 14) AW 0,6ern Tnr7h T77ffTvq VOW, �i?N Acf'!AtRf1f'ST �F3 QC:�T RR!f1L'RIl • / ■ • APPLIED TESTING AQ T 14 - CONSULTANTS MATERIALS ENGINEER/N'� TES77NG AND INSPECTION Daily Inspecti rt Concre Reinforcin DATE:4 , INSPECTOR: Wjeather: 4 Temp.T DESCRIPTION OF WORK: Arrivcd at jubsite at lirs. ] Concrete Temp: Performed special inspection [ ] Cast _ set(s) of cylinders placed at: ] Performed sampling only [ ] For concrete placed at: j Work was in compliance witli approved Inspected reinforcing placement for 5uwq%A-%4 A 6-0-o...% w,.o plans and specifications. ( ] Pcr Concrete Details: V Reinforcing Details: T . I Z- t O -1- i(p Av. C i A Its __-- ['Bar sizes, laps, location, spacing and No problems were noted during the placement clearances were as drawn. ] Except as noted below: [ J First load arrived at hrs. r� tom. /"�"' iB u4M4 [ J Verified proper mix design as �`�'ta-A Via "ko' [ ] Monitored all loads for proper mix and slump _@ Pr?b [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at lo ads)#: `PaDeparted jobsite at�hrs. [ ] Slump measured: inches NotWComments: 1&dL4 Ag I RECErVED SEP 9 '9S 4WES E. YOUNG 0 DATE: Y/ APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily ;P: e ' 'VpvK Cone Reinforein / CT: INSPECTOR: DESCRIPTION OF WORK: Weather:Q9:2k^ Temp. ' Arrived at jobsite at hrs. [ ] Concrete Temp: [/';Performed special inspection [) Cast set(s) of _ cylinders placed at: [ �or erformed sampling only concrete placed at: Inspected reinforcing place ent for: [ ] Work was in compliance with approved plans and specifications. • XReinforcing Details:A or 6 ) 7 I d (�?� Bar sizes, laps, location, spacing and clearances were as drawn. [ ) First load arrived at hrs. [ J Verified proper mix design as [ ] Monitored all loads for proper mix and slump [ ) All concrete was properly consolidated by use of a mechanical vibrator. [ J Performed slump test(s) at load(s)#: [ J Slump measured: inches Notes/Comments: J Per Concrete Details: No problems were noted during the placement J Except as noted below: XDeparted jobsite atl.*1130 hrs. L0 39Vd NIV1833WtiHO 18V)l 66696/-9065 6Z : L t ,866 Z /6Z /80 • DATE: R/J-4-- APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspec Conc e/ Reinforcin CT: INSPECTOR: Vv DESCRIPTION OF WORK: Weather: (,JO4 Temp. Arrived at jobsite at hrs. [ ] Concrete Temp: �[' CPerformed special inspection [ ] Cast _ set(s) of _ cylinders placed at: [/Performed sampling only [ ,For concrete placed at: Inspected reinforcing place ent for: [ ] Work was in compliance with approved plans and specifications. • NReinforcing Details: A /6 1 3-::10 (06 �(f Bar sizes, laps, location, spacing and clearances were as drawn. [ ] First load arrived at hrs. [ ] Verified proper mix design as [ J Monitored all loads for proper mix and slump [ J All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: [ ] Slump measured: Jnches Notes/Comments: • [ ] Per Concrete Details: No problems were noted during the placement ] Except as noted below: XDeparted jobsite at I hrs. • • • ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testing Report Per ASTM 1557 Report Seq. No. l Client: Raytheon Engineers & Contractors Page: 1 of 1 Address: P.O. Box 67 Date: 8/27/98 City, state: Gridley, CA 95948 Tech: L. Chapman Ann: Kari Chamberlain' Project: Wild Goose Gas Storage, Phase II Soil Description: Class 11 Aggregate Base Gauge # CALIBRATION DATA: Density Std. moisture Std. Density xi Imoisture xi Compaction Equipment Roller Req'd % mpa ion Curve No. T-1 Max Dry Density 124.2 Opt. Moist. Content 10.1 95% Test # Test Depth Location Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 70 8" PIG Launcher, West End FSG 126.2 ' 6.81 119.4 5.7 97% PASS 7118" PIG Launcher, East End FSG 128.2 10.2 118.0 8.6 96% PASS 72 8" Pipe Line Crossing @ West Liberty Rd., North End FG 129.2 8.0 121.2 6.6 98% PASS 73 8" Pipe Line Crossing @ West Liberty Rd., South End FG 127.0 6.41 120.6 5.3 98% PASS REPORT: Arrived at jobsite at 1000 hrs. to perform compaction testing of the PIG Launcher and Pipe Line Crossing at West Liberty Road. Performed 4 nuclear density tests at random locations, as indicated above. All test results indicate at least 95% relative compaction. Departed jobsite at 1200 hrs. to: 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED •jj �-� TESTING CONSULTANTS MATER/AI,S ENGINEERING 7MING AND INSPECTION Daily Inspection Re ort Concrete/ DATE: einforei INSPECTOR: �.. W dA DESCRIP'T'ION OF WORK: Weather: � Lpu,i6 Temp._ Arrived at jobsite at t')do hrs. Performed special inspection � j ] Concrete Temp: ( ] Performed sampling only [ ]Cast set(s) of cylinders placed at: For concrete placed •Ft:�n S ] Inspected reinforcing placement for. (] Work was in compliance with approved and plans specifications. • CReinforcing Details: 13- 10 ^201 Bar sizes, laps, location, spacing and clearances were as drawn. ( ] First load arrived at hrs. [ ] verified proper mixdes g as [ J Monitored all loads for -proper mix and slump [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ J Performed slump tests) at load(s)#: [ ] Slump measured; inches Notes/Comments: . a _ ] Per Concrete Details: ] No problems were noted during the placement ] Except as noted below: 6413cparted jobsite atl�hrs. 80 3DVd NIV-1838WVHD INVN E669EL9069 80:82 866i/LZ/80 iwTcAPPLIED TESTING CONSULTANTS MATERIALS ENG/NEERiNG TE S77NG ANp INSPECTION Daily Inspection Report Gon'ft ret einforcin DATE: 49 t LA -1 INSPECTOR: I— DESCRIPTION OF WORK: Weather:.-1..ltdy- _ Temp. QQ Arrived at jobsite at _093b hrs. [ ] Concrete Temp: [+ Performed special inspection [ ] Cast set(s) of _ cylinders placed at: Performed sampling only [ ] For concrete placed at: Q(] Inspected reinforcing placement for: [ Reinforcing Details`! War sizes, laps, location, spacing and clearances were as drawn. [ ] First load arrived at hrs. [ ] Verified proper mix design as [ ] Monitored all loads for proper mix and slump [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: [ ] Slump measured: inches [ J Work was in compliance with approved plans and specifications. [ ] Per Concrete Details: [ ] No problems were noted during the placement [ ] Except as toted below: [4 Departed jobsite at p� 3a•_hrs. CO 3nhd NIV1?-43HWVH0 78VA 6669EL9069 E0:8Z 666t/9Z/80 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspection Report Concret einforcing DATE: T. SSL 4-a- 1( INSPECTOR: 0 DESCRIPTION OF WORK: Weather: Temp._ [Arrived at jobsite at � hrs. [ ] Concrete Temp: Performed special inspection [ J Cast _ set(s) of _ cylinders placed at: [ ] Performed sampling only [ ] For concrete placed at: J Inspected reinforcing pl cement for: Work was in compliance with approved to U Lx,,tV plans and specifications. • fXReinforcing Details: AZA ( 3'(O' 22j3 (�(J Bar sizes, laps, location, spacing and clearances were as drawn. J First load arrived at hrs. ] Verified proper mix design as ] Monitored all loads for proper mix and slump J All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: [ ] Slump measured: inches Notes/Comments: [ ] Per Concrete Details: No problems were noted during the placement ] Except as noted below: YDeparted jobsite at)�hrs. • 0B/24/1998 04:43 5306736993 KARL CHAMBERLAIN AGE 03 Qy�• 1 --i ���o G. /4 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Daily Inspectio ort Concrete einforcin DATE:' PROJECT- INSPECTOR: RO CT: INSPECTOR: p..�� Gvc�,►«ice DESCRIPTION OF WORK: Weather: —j&jQAL,,e�._ Temp. Cj 0_ �Q Arrived at jobsite at/J1_ hrs. [ ] Concrete Temp:` [ ] Performed special inspection [ ]Cast set(s) of cylinders placed at: [ ]Performed sampling only [ ] For concrete placed at: Inspected reinforcin placement for: [ ] Work was in compliance with approved ^I GIV-4L outw^ plans and specifications. 'T Wil. A.0 -1f-- VReinforcing Details: 1 i0 —Z(O PQ Bar sizes, laps, location, spacing and clearances were as drawn. [ J First load arrived at hrs. [ ] Verified proper mix design gn as [ ) Monitored all loads for proper mix and slump [ ] All concrete was properly consolidated by use of a mechanical vibrator. [ ] Performed slump test(s) at load(s)#: . [ J Slump measured: inches Notes/Comments: • ] Per Concrete Details: [ J No problems were noted during the placement [ ] Except as noted below: rDeparted jobsite at1V &_hrs. i • AUG -1Z-98 68294 AM ATC—APPLIED TEUTIWG r#Z• B:+1 424E P.el APPLIED TESTING CONSULTANTS MAMMALS ENaWEE81W TESTfNG AND WSPEC"aV Daily Znspecti rt Concrete! einforcin DATrr: F 3 Q '� C,s=4.9?— INSPECTOR: Lp— L40w� DESCRIPTION OF WORK: Weather: _ Temp.—'110 rved at jobsite ahrs. )Concrete Ttrrp: formed special npecticn Cast cylinders _cylinders piaccd at; ( ] Perfornhed sampling only ( J For concrete placed at: i In ted reinfoneing placement for: [) Work was in cornplianct with approved �C. plans and specifications. ( I Reinforcing Details: Bar sites, IV&, location. spacing and ! clearInto were as drawn. ( i First load aniv--d at hrs. () Verified proper mixdesign as (j Monitored all bads for proper mix and slump ( l All concrete was properly comlidated by use of a mechanical vibrator. ( ) Performed slump tests) at load(s)#: [ ) Slump measured: in'bes ) Per Concrete Details: I ) No problems v►,cre noted during the plamn, eat �j Except as noted below: eslo �� - Departed. jobsite atDAah_`htT,� )!Iotes�Comntents• ' 300 ThNTI G C", 810. 35 0 Chun. CA RM?% . T.+..*Jk-.• «ova SAO NM -..._ i I 300 ThNTI G C", 810. 35 0 Chun. CA RM?% . T.+..*Jk-.• «ova SAO NM -..._ LJ • zi 0 0 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage' Report Date: 11/17/98 ' Max. Load Lbs.) Area Date Cast: 10/20/98 2983 North End Corner of Methanol Date Received: 10/22/98 67 000 28.27 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: North End Corner of Methanol Contractors Injector Foundation 2984 P.O. Box 67 10/27/98 72,000 Gridley, CA 95948 2,540 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322N, Air Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 77 Slump: 3.5" Air Temp: 80 Lab Specimen Number Structure & Location Test Date Age Days Max. Load Lbs.) Area Comp. Strength (PSI) Specified Strength (f C) 2983 North End Corner of Methanol 10/27/98 7 67 000 28.27 2,360 Injector Foundation❑��� 2984 North End Corner of Methanol 10/27/98 72,000 28.27 2,540 Injector Foundation 2985 North End Corner of Methanol 11/17/98 28 97,000 28.27 3,430 3,000 Injector Foundation 2986 North End Corner of Methanol 11/17/98 28 98,000 �� 28.27 3,460 3,000 Injector Foundation❑� 2987 North End Corner of Methanol S 28.27 Injector Foundation it nese i ests were periormea in accoraance with ASTM C-39 Remarks: . • Type of Fracture: CC: Z-�6z,l Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 A,v' APPLIED TESTING CONSULTANTS WTC • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT 6"X12" PROJECT: Wild Goose Gas Storage Report Date: 11/18/98 06016FA Date Cast: 10/21/98 Slump: Date Received: 10/23/98 Days Cast by: P. Dickinson CLIENT: Raytheon Engineers & Location in Structure: Pipe Sleepers Contractors P.O: Box 67 (PSI) Gridley, CA 95948 3001 Pipe Sleepers Sample Sizer 6"X12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.75" Max Size Aggregate: Admixtures: Air Entrainment: Concrete Temp: Air Temp: 1" Fly Ash, Micro Air NA 76 86 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs. (PSI) (f c) 3001 Pipe Sleepers 10/28/98 75,000 28.27 2,650 3002 Pipe Sleepers 10/28/98 7� 77,000 28.27 2,720 3003 Pipe Sleepers 11/18/98 28 93,000 28.27 3,280 3,000 3004 Pipe Sleepers 11/18/98 28 91,500 28.27 3,230 3,000 3005 Pipe Sleepers These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION is LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage' Report Date: 11/12/98 ax. Area Date Cast: 10/15/98 Specimen Date Received: 10/16/98 ad :(Lobs.) Cast by: L. Chapman t CLIENT: Raytheon Engineers & Location in Structure: South End of Loading Dock Contractors (PSI) (fc) 2936 P.O. Box 67 10/22/98 7� 77,000 Gridley, CA 95948 2,720 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 006016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 73 Slump: 3.5" Air Temp: 76 Lab Structure & Location Test Age ax. Area Comp. Specified Specimen Date Days ad :(Lobs.) Strength Strength Number (PSI) (fc) 2936 South End of Loading Dock 10/22/98 7� 77,000 28.27 2,720 2937 South End of Loading Dock 10/22/98 7� 79,000 28.27 2,790 2938 South End of Loading Dock 11/12/98 28 108,000 28.27 3,810 3,000 2939 South End of Loading Dock 11/12/98 28 109,000 28.27 3,850 3,000 2940 South End of Loading Dock These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC' — -06L�; Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 -' Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AirrAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors .P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: ' 06016FA Cement Factor: 6.0 sk Slump: 4.0" Report Date: Date Cast: Date Received: Cast by: Location in Structure: Max Size Aggregate: Admixtures: Air Entrainment: Concrete Temp: Air Temp: 11/11/98 10/14/98 10/15/98 L. Chapman East End of Methanol Injector Foundation 1" 322N, Air 5.0% 78 85 Lab Specimen Number Structure & Location Test Date Age Days Max. Load Lbs. Area Comp. Strength (PSI) Specified Strength (f c) 2928 East End of Methanol Injector 10/21/98 ❑7 82,000 28.27 2,900 Foundation 2929 East End of Methanol Injector 11 10/21/98 81,000 28.27 2,860 Foundation 2930 East End of Methanol Injector11/11/98 28 111,000 28.27 3,920 3,000 Foundation 2931 East End of Methanol Injector 11/11/98 28 109,000 ��� 28.27 3,850 3,000 Foundation 2932 East End of Methanol Injector Foundation 0 0 0 oa000 00000 00000 - nese i ests were pertormea in accordance with ASTM C-39 Remarks: is Type of Fracture: CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 3.5" Report Date: 11/10/98 Date Cast: 10/13/98 Date Received: 10/14/98 Cast by: L. Chapman Location in Structure: Pipe Sleeper at Glycol Contactor Max Size Aggregate: 1" Admixtures: 322N, Air Air Entrainment: 5.0% Concrete Temp: 77 Air Temp: 80 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs.) Area Comp. Strength (PS[) Specified Strength (fc) 2916 Pipe Sleeper at Glycol P Y 10/20/98 7 90,000 28.27 3 180 Contactor 2917 Pipe Sleeper at Glycol 10/20/98 7 92,000 28.27 3,250 Contactor❑��� 2918 Pipe Sleeper at Glycol P Y 11 11/10/98 28 124,000 28.27 4,380 3,000 i Contactor 2919 Pipe Sleeper at Glycol P Y 11/10/98 28 125,000 28.27 4,420 3,000 Contactor 2920 Pipe Sleeper at Glycol���� 28.27 Contactor 0 oa000 0 00000 o� 00000 These Tests were performed in accordance with ASTM C-39, Remarks: • Type of Fracture: CC: Reviewed by 3080 Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 i�Tqwc APPLIED TESTING CONSULTANTS 0 • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 11/5/98 Max. Load Lbs.) Area Date Cast: 10/8/98 2867 Slab on Grade, North End @ Date Received: 10/9/98 87,000 28.27 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structdre: Slab on Grade, North End @ Tank Contractors Farm 2868 P.O. Box 67 7 88 000 Gridley, CA 95948 3 110 Sample Size: 6"x12' Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322 N Mix Design: 07016FA Air Entrainment: 6.0% Cement Factor: 7.0 sk Concrete Temp: 74 Slump: 4.0" Air Temp: 89 Lab Specimen Number Structure & Location Test Date Age Days Max. Load Lbs.) Area Comp. Strength Specified Strength (f c) 2867 Slab on Grade, North End @ 10/15/98 a 87,000 28.27 3,070 Tank Farm 2868 Slab on Grade North End10/15/98 @❑��� 7 88 000 28.27 3 110 Tank Farm 2869 Slab on Grade, North End @ 11 11/5/98 28 ❑��� 115,000 28.27 4,060 4,000 Tank Farm 2870 Slab on Grade, North End @ -- 11/5/98 28 116,000 28.27 4,100 4,000 Tank Farm 2871 Slab on Grade, North End @ 28.27 Tank Farm �❑S These Tests were performed in accordance with ASTM C-39 Remarks: is Type of Fracture: CC: Reviewed by 3080 Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 A .0 ��� • / )NTC APPLIED TESTING CONSULTANTS; MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 11/3/98 Max. Load (L s.) Area Date Cast: 10/6/98 2847 Enlarged Slab "Br South End Date Received: 10/7/98 81,000 28.27 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Enlarged Slab "B", South End 82,000 Contractors 2,890 'Sleeper 2849 P.O. Box 67 , 28 107,000 Gridley, CA 95948 3,780 3,000 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322 N, Air Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 76 Slump: 4.0" Air Temp: 85 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (L s.) Area Comp. Strength (PSI) Specified 'Strength (f c) 2847 Enlarged Slab "Br South End 10/13/98 ❑ 81,000 28.27 2,860 2848 Sleep Enlarged Slab "B", South End` 10/13/98 ❑7 82,000 28.27 2,890 2849 Sleeper Enlarged Slab B", South End 11/3/98 28 107,000 28.27 3,780 3,000 2850 Sleeper Enlarged Slab "B", South End 11/3/98 28 108,000 28.27 3,810 3,000 2851 Sleeper Enlarged Slab "B", South End Simper I hese -bests were performed in accordance with ASTM C-39 Remarks: • Type of Fracture: CC: Rev'tewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 10/29/98 Max. Area Date Cast: 10/1/98 Specimen Number Date Received: 10/3/98 Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Middle of Elevated Slab Lbs.) Contractors (PSI) (f C) 2821 P.O. Box 67 10/8/98 79,000 Gridley, CA 95948 2,790 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix . Admixtures: 322N, Air Mix Design: 06016FA Air Entrainment: 5.0% Cement Factor: 6.0 sk Concrete Temp: 72 Slump: 4.0" Air Temp: 72 Lab Structure 8c Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load Strength Strength Lbs.) (PSI) (f C) 2821 Middle of Elevated Slab 10/8/98 79,000 28.27 2,790 2822 Middle of Elevated Slab 1110,111, 80,000 28.27 2,820 2823 Middle of Elevated Slab 10/29/98 28 117,000 28.27 4,130 3,000 2824 Middle of Elevated Slab 10/29/98 28 118,000 28.27 4,170 3,000 2825 Middle of Elevated Slab IF�� 28.27 o �oa000 0 00000 a 00000 0 oa000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • • • APPLIED TESTING CONSULTANTS MATERIALS ENGNMEERRMG 7E37M AND IIMSPECTION LABORATORY j COMPRESSIVE STRENGTH REPORT gpQpyEd PROJECT: wild Goose Gas Storage, Report Date: 10/27/98 Date cast: 9/291'98 NOV 01 '98 Date Received: 9/30198 Cast by: L Chapman OWES E. YOUNG CLIENT: Raytheon Engineers & Location in Stricture: North End of Enlarged Contractors Foundation "B" P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier. Mathews Ready Mix Mix Design: 06016FA Cement Factor. 6.0 A Slump: 4.0" - Max Size Aggregate: 1" Admixtures: 322N, Air Air Entrainment: 5.0% Concttte Temp: 70 Air Temp: 60 lib SPMMM Numba Structure t Location Test Date Age Days Max. Load (Lbs.) Area Comp. Streost6 (PSI) Spe ified Strength (re) 2760 North End of Enlarged Foundation "B" 10/6/98 2 , 86,000 2827 3,040 2761 North End of Enlarged Fonndation "B" 10/6198 7 87,000 ' 2827 3,070 2762 North End ofEadarged Foundation "W 1027/98 28 114,000 2827 4,030 3,000 2763 North End of Enlarged Foundation "B" 1027!98 28 115,000 2827 4.060 3,000 2764 North End of Enlarged Foundation "B" S 2827 rnee 'recta were performed in accordance with ASTM C." Re"MU: Type of Fracture: CC: , � o!� 30M Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 . Facsimile: (530) 8914243 l4- ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION • r� LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage- Report Date: 10/22/98 Max. Load (Lbs. Area Date Cast: 9/24/98 2726 West End Compressor Building Date Received: 9/26/98 92,000 28.27 Cast by: P. Dickinson CLIENT: Raytheon Engineers & Location in Structure: West End Compressor Building Contractors Grid 1 through 1.8 2727 P.O. Box 67 10/1/98 � 93,000 Gridley, CA 95948 3,280 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: Fly Ash, Micro Air (36 oz.) Mix Design: 006016FA Air Entrainment: NA Cement Factor: 6.0 sk Concrete Temp: 72 Slump: 3.25" Air Temp: 72 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs. Area Comp. Strength (PSI) Specified Strength (f c) 2726 West End Compressor Building i 10/1/98 ❑7 92,000 28.27 3,250 Grid 1 through 1.8 2727 West EndCompressoruilding 10/1/98 � 93,000 28.27 3,280 Grid 1 1.8 2728 West End Compressor Building 10/22/98 28 121,000 28.27 4,270 3,000 Grid 1 through 1.8 2729 West End Compressor Building 10/22/98 28 124,000 28.27 4,380 3,000 Grid 1 through 1.8 2730 West End Compressor Building Grid 1 through 1.8 0 oa000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: CC: Reviewed b 3080 Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATrAPPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 10/20/98 Date Cast: 9/22/98 Date Received: 9/23/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Stem Wall Center Raised Slab Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.0" Max Size Aggregate: 1" Admixtures: 322N, Air Air Entrainment: 5.0% Concrete Temp: 79 Air Temp: 86 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs. (PSI) (fc) 2676 Stem Wall Center Raised Slab 9/29/98 7� 91,000 28.27 3,210 2677 Stem Wall Center Raised Slab 9/29/98 793,000 28.27 3,280 2678 Stem Wall Center Raised Slab 10/20/98 28 122,000 28.27 4,310 3,000 2679 Stem Wall Center Raised Slab 10/20/98 28 123,000 28.27 4,350 3,000 2680 Stem Wall Center Raised Slab 28.27 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 Z�Twwc APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage- Report Date: 10/20/98 Date Cast: 9/22/98 Date Received: 9/23/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: East Side Enlarged Footing Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 72 Slump: 4.0" Air Temp: 64 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs.) (PSI) (fc) 2671 East Side Enlarged Footing 9/29/98 101,000 28.27 3,570 2672 East Side Enlarged Footing 9/29/98 104,000 28.27 3,670 2673 East Side Enlarged Footing 10/20/98 28 135,000 28.27 4,770 3,000 2674 East Side Enlarged Footing 10/20/98 1 133,000 28.27 4,700 3,000 2675 East Side Enlarged Footing These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 ATr-- APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 0716FA Cement Factor: 7.0 sk Slump: 3.5" Report Date: 10/14/98 Date Cast: 9/16/98 Date Received: 9/17/98 Cast by: L. Chapman Location in Structure: East Footing, Tank Farm Max Size Aggregate: 1" Admixtures: Air Air Entrainment: 5.0% Concrete Temp: 80 Air Temp: 71 Lab Structure & Location Test Age Max. Area Comp. ' Specified Specimen Date Days Load Strength Strength Number (Lbs.) (PSI) (f c) 2619 East Footing, Tank Farm 9/23/98 107,000 28.27 3,780 2620 East Footing, Tank Farm 9/23/98 7� 103,000 28.27 3,640 2621 East Footing, Tank Farm 10/14/98 28 122,000 28.27 4,310 4,000 2622 East Footing, Tank Farm 10/14/98 28 126,000 28.27. 4,450 4,000 2623 East Footing, Tank Farm 0 oa000 o� 00000 o oa000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • AT,r APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage CLIENT: Raytheon Engineers & -Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6»x12» Supplier: Mathews Ready'Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.0" Report Date: Date Cast: Date Received: Cast by: Location in Structure: Max Size Aggregate: Admixtures: Air Entrainment: Concrete Temp: Air Temp: 10/13/98 9/15/98 9/16/98 L. Chapman Slab at Gridline 2 @ C 3/4» Air 5.5% 80 78 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs. (PSI) (f c) 2602 Slab at Gridline 2 @ C 9/22/98 �7 90,000 28.27 3,180 2603 Slab at Gridline 2 @ C 9/22/98 7� 91,000 28.27 3,210 2604 Slab at Gridline 2 @ C 10/13/98 28 112,000 28.27 3,950 3,000 2605 Slab at Gridline 2 @ C 10/13/98 28 114,000 28.27 4,020 3,000 2606 Slab at Gridline 2 @C��� 28.27 0 oa000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING . TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 10/8/98 Date Cast:, 9/10/98 Date Received: 9/11/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in. Structure: North Side Slab @ A & 5.3 Contractors P.O. Box 67 Gridley, CA 95948 + Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 06016FA Air Entrainment: 5.0% Cement Factor: 6.0 sk Concrete Temp: 72 Slump: 4.0" Air Temp: 56 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs.) (f c) 2542 North Side Slab @ A & 5.3 9/17/98 7� 90,000 .28.27 3,180 2543 North Side Slab @ A & 5.3 9/17/98 87,000 28.27 3,070 2544 North Side Slab @ A & 5.3 10/8/98 28 117,000 28.27 4,130 3,000 2545 North Side Slab @ A & 5.3 10/8/98 28 118,000 28.27 4,170 3,000 2546 North Side Slab @ A & 5.3 o� oa000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: is CC: Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION ' • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.0" Report Date: 10/7/98 Date Cast: 9/9/98 Date Received: 9/10/98 Cast by: L. Chapman Location in Structure: Gridline A @ 2, North End Slab Max Size Aggregate: 1" Admixtures: 322N Air Entrainment: 5.0% Concrete Temp: 72 Air Temp: 62 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number DateDays Load Strength Strength Lbs.) (PSI) (fc) 2508 Gridline A @ 2, North End Slab 9/16/98 87,000 28.27 3,070 2509 Gridline A @ 2, North End Slab 9/16/98 IF 1 89,000 28.27 3,140 2510 Gridline A @ 2, North End Slab 10/7/98 28 116,000 28.27 4,100 3,000 2511 Gridline A @ 2, North End Slab 10/7/98 28 119,000 28.27 4,200 3,000 2512 Gridline A @ 2, North End Slab These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 F.le 10.14— APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage- Report Date: 9/29/98 Date Cast: 9/1/98 Date Received: 9/2/98 Cast by: M. Haydon CLIENT: Raytheon Engineers & Location in Structure: Glycol Contactor Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 3.75" Max Size Aggregate: Admixtures: Air Entrainment: Concrete Temp: Air Temp: 1" Micro Air, 322N NA 77 71 Lab Specimen Number 2422 Structure & Location Glycol Contactor Test Date 9/3/98 Age Days Max. Load (Lbs. 63,000 Area 28.27 Comp. Strength (PSI) 2,220 Specified Strength (fc) 2423 Glycol Contactor 9/8/98 �7 92,000 28.27 3,250 2424 Glycol Contactor 9/29/98 28 118,000 28.27 4,170 2425 Glycol Contactor 9/29/98 28 120,000 28.27 4,240 L���� These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: 40 ��S - ��s r 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �AiTkcz APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage Report Date: 9/28/98 Max. Area Date Cast: 8/31/98 Specimen Number Date Received: 9/1/98 LoadStrength Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Tank # D at +3' (Lbs. Contractors (PSI) (f'c) 2407 P.O. Box 67 9/7/98 102,000 Gridley, CA 95948 3,600 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.5% Cement Factor: 7.0 sk Concrete Temp: 77 Slump: 4.0" Air Temp: 69 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days LoadStrength Stren h €rt (Lbs. (PSI) (f'c) 2407 Tank # D at +3' 9/7/98 102,000 28.27 3,600 2408 Tank # D at +3 9/7/98 �7 103,000 28.27 3,640 2409 1 Tank # D at +3' 9/28/98. 28 127,000 .28.27 4,490 4,000 2410 Tank # D at +3' 9/28/98 28 128,000 28.27 4,520 4,000 2411 Tank # D at +3' = 28.27 L-:] 0 L --1 0 00000 a 00000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Tic;APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Report Date: Date Cast: Date Received: Cast by: Location in Structure: 9/28/98 8/31/98 9/2/98 L. Chapman Column Base Grout at A & 6 (Non -Shrink Grout) Sample Size: 2" x 4" Max Size Aggregate: NA Supplier: Five Star Admixtures: NA Mix Design: NA Air Entrainment: NA Cement Factor: NA Concrete Temp: 76 Slump: 12.0" Air Temp: 85 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs.) Area Comp. Strength Specified Strength (f 2426 Column Base Grout at A & 6 9/7/98 10,500 3.14 3,560 on -Shrink Grout 2427Colum Base Grout at A& 6 9/28/98 28 21,000 3.14 6,680 5,000 n on -Shrink Grout) 2428 Column Base Grout at A& 6 9/28/98 28 20,000 3.14 6,360 5,000 (Non -Shrink Grout) o �oa000 0 00000 o - 00000 a .00000 These Tests were performed in accordance with ASTM C-39 Remarks: • Type of Fracture: CC:. Reviewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 0.g„T�iT6C: APPLIED TESTING CONSULTANTS • Lab MATERIALS ENGINEERING LABORATORY SPECIMEN TESTING AND INSPECTION Age Max. COMPRESSIVE STRENGTH REPORT Comp. PROJECT: Wild Goose Gas Storage Report Date: 9/26/98 Date Date Cast: 8/29/98 Date Received: 8/31%98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: PIG Launcher Slab, West End (PSI) Contractors 2401 PIG Launcher Slab, West End P.O. Box 67 80,000 Gridley, CA 95948 2,820 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322 N Mix Design: 07016FA Air Entrainment: 5.0% Cement Factor: 7.0 sk Concrete Temp: 78 Slump: 4.0" Air Temp: 66 • Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load Strength Strength (Lbs.) (PSI) (f c) 2401 PIG Launcher Slab, West End 9/1/98 80,000 28.27 2,820 2402 PIG Launcher Slab, West End 9/5/98 7� 95,000 28.27 3,350 2403 PIG Launcher Slab, West End 9/5/98 a7 96,000 28.27 3,390 2404 PIG Launcher`Slab, West End 9/26/98 28 a000 115,000 28.27 4,060 4,000 2405 PIG Launcher Slab, West End 9/26/98 28 117,000 28.27 4,130 4,000 2406 PIG Launcher Slab, West End 1L -1E1===1 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 9/21/98 Max. Area Date Cast: 8/24/98 Specimen Date Received: 8/25/98 Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Tank T 201 A bs.) Contractors (PSI) (f c) 2292 P.O. Box 67 8/31/98 99,000 Gridley, CA 95948 3,500 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322 N Mix Design: 07016FA Air Entrainment: 5.5% Cement Factor: 7.0 sk Concrete Temp: 74 Slump: 4.0" Air Temp: 64 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number bs.) (PSI) (f c) 2292 Tank T 201 A 8/31/98 99,000 28.27 3,500 2293 Tank T 201 A 8/31/98 101,000 28.27 3,570 2294 Tank T 201 A 9/21 /98 28 127,000 28.27 4,490 4,000 2295 Tank T 201 A 9/21/98 28 129,000 28.27 4'560 4,000 2296 Tank T 201 A o� oa000 0 00000 0 00000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Revie ed by / 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage Report Date: 9/16/98 Max. Area Date Cast: 8/19/98 Specimen Number Date Received: 8/20/98 Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Pipe Support V201 @ +1' (LbS.) Contractors (PSI) (f c) 2229 P.O. Box 67 8/26/98 7� 97,000 Gridley, CA 95948 3,430 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: Air, 322 N Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 72 Slump: 4.0" Air Temp: 88 I ab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load Strength Strength (LbS.) (PSI) (f c) 2229 Pipe Support V201 @ +1' 8/26/98 7� 97,000 28.27 3,430 2230 Pipe Support V201 @ +1' 8/26/98 �7 99,000 28.27 3,500 2231 Pipe Support V201 @ +1' 9/16/98 28 130,000 28.27 4,590 3,000 2232 Pipe Support V201 @ +1' 9/16/98 28 132,000 28.27 4,660 3,000 2233 Pipe Support V201 @ +1' These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • TLC, APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage Report Date: 9/14/98 Max. Area Date Cast: 8/17/98 Specimen Date Received: 8/18/98 Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Footing for PDC @ B & 5 + 2' Lbs.) Contractors (PSI) (fc) 2198 P.O. Box 67 8/24/98 107,000 Gridley, CA 95948 3,780 Sample Size: 6"x12" Max Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: 322 N Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 75 Slump: 3.0" Air Temp: 67 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs.) (PSI) (fc) 2198 Footing for PDC @ B & 5 + 2' 8/24/98 107,000 28.27 3,780 2199 Footing for PDC @ B & 5 + 2' 8/24/98 110,000 28.27. 3,890 2200 Footing for PDC @ B & 5 + 2' 9/14/98 28 123,000 28.27 4,350 3,000 2201 Footing for PDC @ B & 5 + 2' 9/14/98 28 125,000 ,28.27 4,420 3,000 2202 Tooting for PDC @ B & 5 + 2' These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: •.CC:,e�'7-0e� Re sewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 r.4 G.i,� APPLIED TESTING CONSULTANTS iTc • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage' Report Date: 9/3/98 Max. Load. (Lbs.) Area Date Cast: 8/6/98 2063 West Wall Compressor p Date Received: 8/7/98 93,000 28.27 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: West Wall, Compressor Building A Contractors @ +4' 2064 P.O. Box 67 8/13/98 7 90 000 Gridley, CA 95948 3 180 Sample Size: 6"x12" Max Size Aggregate: Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 06016FA ' Air Entrainment: 5.0% Cement Factor: 6.0 sk Concrete Temp: 75 Slump: 4.0" Air Temp: 70 Lab Specimen Number Structure & Location Test Date Age Days Max. Load. (Lbs.) Area Comp. Strength (PSI) Specified Strength (f c) 2063 West Wall Compressor p 8/13/98 7 93,000 28.27 3,280 Building A +4' 2064 West Wall Compressor 8/13/98 7 90 000 28.27 3 180 Building A @ +4' 2065 West Wall,P Com ressor 9/3/98 28 118 000 28.27 4 170 3,000 BuildingA 4' 2066 West Wall,Compressor 9/3/98 28 120,000 28.27 4,240 3,000 A 2067 West Wall, Compressor S 28.27 . Building A_@ +4' These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: CC: Revie ed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ��i�Tc APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING'AND INSPECTION LABORATORY SPECIMEN is COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 9/2/98 Max. Area Date Cast: 7/8/98 Specimen Number Date Received: 7/9/98 Load (Lbs.) Cast by: L. Chapman - CLIENT: Raytheon Engineers & Location in Structure: S. End of East Compressor Pad 93,000 Contractors 3,280 @+5' P.O. Box 67 1 Gridley, CA 95948 Sample Size: 6"x12" Max Size Aggregate: 28 Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.0% Cement Factor: 7.0 sk Concrete Temp: 78 Slump: 4.5" Air Temp: 73 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load (Lbs.) Strength (PSI) Strength (f C) 1720 S. End of New Compressor Pad 7/15/98 � 93,000 28.3 3,280 9 1 1721 S. End of New Compressor Pad 8/5/98 28 112,000 28.3 3,960 4,000 1722 S. End of New Compressor Pad 8/5/98 28 112,000 28.3 3,960 4,000 1723 S. End of New Compressor Pad 9/2/98 56 133,000 28.3 4.700 4,000 +5' o as a+ o� oa 00000 0 00000 These Tests were performed in accordance with ASTM C-39 Remarks: Design strength was met in 56 day break. Type of Fracture: • CC: . Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Tr - APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN° COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage' CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.0" Report Date: 9/2/98 Date Cast: 8/5/98 Date Received: 8/6/98 Cast by: L. Chapman Location in Structure: Grade Beams for Building A, 91,000 West Side Max Size Aggregate: %" Admixtures: 322N Air Entrainment: 5.5% Concrete Temp: 80 Air Temp: 78 Lab Specimen Number 2019 Structure & Location Grade Beams for Building A, West Side Test Age I Date Days 8/12/98 7 Max. Load Lbs.) 88,000 Area 28.27 Comp. Strength (PSI) 3,110 Specified Strength (f c) 2020a Grade Beams for Building A, 8/12/98 7 91,000 28.27 3,210 West Side 2021 Grade Beams for Building A,9/2/98 - 28 113,000 28.27 4,000 3,000 West Side Grade Beams for Building A, 9/2/98 28 ❑��� 110,000 28.27 3,890 3,000 a2022 West Side 2023 Grade Beams for Building A, West Side 0 F-1 -1 1 0 00000 0 oa000 0 00000 These Tests were performed in accordance with ASTM C-39 Remarks:' • Type of Fracture: CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 R.dATr;G APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 9/1/98 Max. Area Date Cast: 8/4/98 Specimen Date Received: 8/5/98 Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: North End of PIG Receiver Slab Lbs. Contractors (PSI) (f c) 1996 P.O. Box 67 8/11/98 88,000 Gridley, CA 95948 3,110 1997 North End of PIG Receiver Slab 8/11/98 �7 Sample Size: 6"x12" Max Size Aggregate: Supplier: Mathews Ready Mix Admixtures: 322 N Mix Design: 06016FA Air Entrainment: 5.0% Cement Factor: 6.0 sk Concrete Temp: 77 Slump: 4.0" Air Temp: 70 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Days Load Strength Strength Number Lbs. (PSI) (f c) 1996 North End of PIG Receiver Slab 8/11/98 88,000 28.27 3,110 1997 North End of PIG Receiver Slab 8/11/98 �7 90,000 28.27 3,180 1998 North End of PIG Receiver Slab 9/1/98 28 115,000 28.27 4,060 3,000 1999 North End of PIG Receiver Slab 9/1/98 28 116,000 28.27 4,100 3,000 2000 North End of PIG Receiver Slab These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: CC: Re sewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN . COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 611x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 3.5" Report Date: 8/26/98 Date Cast: 7/29/98 Date Received: 7/30/98 Cast by: L. Chapman Location in Structure: East End, North Side Glycol Footing Max Size Aggregate: 1" Admixtures: 322 N Air Entrainment: 5.5% Concrete Temp: 75 Air Temp: 66 Lab Specimen Number Structure & Location Test Date Age Days Max. Load Lbs. Area . Comp. Strength (PSI) Specified Strength (f c) 1937 East End, North Side Glycol 8/5/98 a 99,000 28.27 3,500 Footing 1938 East End, North Side Glycol 8/5/98 99,000 " 28.27 3,500 Footing 1939 East End North Side Glycol y 8/26/98 28 128,000 28.27 4 520 3 000 ' Footing 1940 East End, North Side Glycol 8/26/98 28 129,000 28.27 4,560 3,000 Footing 1941 East End, North Side Glycol 28.27 Footing �❑� 0 o 0IL000 a oa000 00000 00000 r nese f esrs were performed in accordance with ASTM C-39 Remarks: •Type of Fracture: CC: Reviewed by / 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 v - R /= r4— �iTc APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 4.0" Report Date: 8/12/98 Date Cast: 7/15/98 Date Received: 7/16/98 Cast by: L. Chapman Location in Structure: Pad B Glycol Cooler Pad Max Size Aggregate: %" 'Admixtures: 322N Air Entrainment: 5.0% Concrete Temp: 71 Air Temp: 63 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Loadgt Stren h Stren h Lbs. (PSI) (fc) 1825 Pad B Glycol Cooler Pad 7/22/98 88,000 28.27 3,l 10 1826 Pad B Glycol Cooler Pad 7/22/98 93,000 28.27 3,280 1827 Pad B Glycol Cooler Pad 8/12/98 28 117,000 28.27 4,130 3,000 1828 Pad B Glycol Cooler Pad 8/12/98 28 120,000 28.27 4,240 3,000 1829 Pad B Glycol Cooler Pad These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: " Ze4 Re sewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 oul GO/ 1770 1 1; GO JJtJO J077.i �• .••s A l;�SWPLIED TEST ING.•3i• 43 4245 P-102 • APPLIED TESTING CONSULTANTS IifATI xi"s ff&v# !<RW0 T>ts"NO AND #WFCMN RA' COMPRESSIVE STRENGTH REPORT 6"xt2" PROJECT: WIN Geese Gw btorape Pip" SPfM Mariews<U*?ft Date Cal: 7131IN Mix Desl>in: Date Reserved: VIM 6.0% . Cut by: L Cibapeue CLIENT: itaydma ElWaesn 4 Location in Structure: Caapreesor D33 www wall, Nore Comraessre Air Temp: Wed Co7"tlsr P.O. Box 67 Gridley, CA 95948 Semple sin: 6"xt2" Max Sin Ate: y" Supplier Mariews<U*?ft Admixwes: 322N Mix Desl>in: 06016YA Air Entrainment: 6.0% . Cement Factor: 64 sk Con m% Temp: 71 Slump: 3.3` Air Temp: 60 tiertgrk�: . Type of Fruturs: CC: Wiswsd by 80W Thomt es DnM 8b. 38 0 Chlee, CA INT3 • T41400m; (800) 8914U3 • Femlmllr: (W $014043 is .7 TEST jNG:� di0 89i �24a P.01 �..� APPLIED TESTING CONSULTANTS MA"Imus QMONN!*BRIND 728x" AND WSISCr1iC V FAX TRANSMITTAL, COVER -SHEET 14 FROM: AgpW Testing Consultants TECH: N ' Number of paps includWg Corer: 3_ Remarks: 'GIME: l2 . '5 FAX#: !9 y -1 9-171 FAXM: (930) $91-4243 PHONBN: (530) 091-6625 w If traasmittdl is not cleat, please call (530) 991.6625. In case of transmittal received by unauthorized paWK please forward to company and fax 0 listed above. 3M Taw to 0 Oda, Ste. 39 - CHH, CA 96013 - T*Wphorw: (530) 001-8625 • F�IMMS' (530) $91.4243 T6C: APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 8/5/98 Max. Area Date Cast: 7/8/98 Date Date Received: 7/9/98 Strength Strength (PSI) (f c) Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: S. End of East Compressor Pad 3,280 4,000 4'—t Contractors S. End of New Compressor Pad8/5/98 @+5' 28 P.O. Box 67 28.3 ' 3,96 4,000 1723 Gridley, CA 95948 9/2/98 56 Sample Size: 6"x12" Max Size Aggregate: Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.0% G O cc> Cement Factor: k Concrete Temp: I''78 Slump• . � .5j Air Temp: 73 _J Lab Structure &Location Test Age Max. Area `Comp. Specified Specimen Number Date Days Load (Lbs.) Strength Strength (PSI) (f c) 79� 1721 S. End of New Compressor Pad S. End of New Compressor Pad 7/15/98 8/5/98 28 93,000 112,000 28.3 28.3 3,280 4,000 4'—t 1722 S. End of New Compressor Pad8/5/98 28 112,000 28.3 ' 3,96 4,000 1723 S. End of New Compressor Pad 9/2/98 56 +5'❑��� 0 L 0 oa000 0 00000 These Tests were performed in accordance with ASTM C-39 Remarks: Design strength was not met in 28 days. Spare cylinder #1723 will be held and broken at 56 days on 9/2/98. • Type of Fracture: CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �TC APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 8/4/98 Date Cast: 7/7/98 Date Received: 7/8/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: West Compressor Pad Middle @+5' Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 611x12" Max Size Aggregate: Age Days Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 6.0% Cement Factor: 7.0 sk Concrete Temp: 88 Slump: 4.0" Air Temp: 80 Lab Specimen Number 1702 Structure & Location West Compressor Pad Middle Test Date 7/14/98 Age Days Max. Load (Lbs.) 96,000 Area 28.27 Comp. Stren h (PSI) 3,390 Specified Stren th B (fc) 5r 1703 West Compressorr Pad Middle 8/4/98 28 128,000 28.27 4,520 4,000 1704 West Compressor Pad Middle 8/4/98 28 127,000 28.27 4,490 4,000 1705 West Compressor Pad Middle �❑S ��� 0 o 0 0 .00000 oa000 00000 00000 1 hese Tests were performed in accordance with ASTM C-39 Remarks: •Type of Fracture: CC: Re sewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 8/4/98 Date Cast: 7/7/98 Date Received: 7/8/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: West Compressor Pad S. End @+5' Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Max Size Aggregate: %" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.5% Cement Factor: 7.0 sk Concrete Temp: 87 Slump: 4.0" Air Temp: 76 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs.) Area Comp. Strength (PSI) Specified Strength (f C) 1698 West Compressor Pad S. End 7/14/98 7 99 000 28.27 3,500 1699 1 m+5' West Compres+5r Pad S. End 1 8/4/98 � 28 123,000 28.27 4,350 4,000 1700 West Compressor Pad S. End 8/4/98 28 127,000 28.27 4,490 4,000 1701 West Compressor Pad S. End❑��� +5' IL I These Tests were performed in accordance with ASTM C-39 Remarks: • Type of Fracture: CC: —z�-�a Reviewed by 3080 Thorntree Drive, Ste. 35 . Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 • 4 • i=Tc APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Lab Specimen Number LABORATORY SPECIMEN Test Date Age Days Max. Load (Lbs.) Area Comp. Strength (PSI) Specified Strength (fc) COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 8/5/98 28.3 3,500 Date Cast: 7/8/98 Date Received: 7/9/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: East Side of East Compressor Pad 28.3 Contractors 4,000 @ +2' P P.O. Box 67 Gridley, CA 95948 1718 Sample Size: 6"x12" Max Size Aggregate: 122,000 Supplier: Mathews Ready Mix Admixtures: 322N .Mix Design: 07016FA Air Entrainment: 5.5% Cement Factor:' 7.0 sk Concrete Temp: 78 Slump: 4.5" Air Temp: 68 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs.) Area Comp. Strength (PSI) Specified Strength (fc) 1716 East Side of Pad Compressor 7/15/98 ❑7 99,000 28.3 3,500 1717 East Side of New Compressor 8/5/98 28 123,000 28.3 4,350 4,000 P 1718 East Side of New Compressor 8/5/98 28 122,000 28.3 4,310 4,000 P 1719 East Side of New Compressor❑��� Pad E���� L���� L I These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: CC: J Revie ed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT r PROJECT: Wild Goose Gas Storage Report Date: 7/22/98 Date Cast: 6/24/98 Date Received: 6/26/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: South End of Pipe Bridge Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 611x12" Max.Size Aggregate: 1" Supplier: Mathews Ready Mix Admixtures: Air Mix Design: 06016FA ' Air Entrainment: 5.0% Cement Factor: 6.0 sk Concrete Temp: 79, Slump: 3.5" Air Temp: 76 Lab Structure & Location Test Age Max: Area Comp. Specified Specimen Number Date Days Load Strength Strength (Lbs.) (PSI) (f C) 1605 South End of Pipe Bridge 7/1/98 98,000 28.27 3,460 1606 South End of Pipe Bridge 7/22/98 28 124,000 28.27 4,380 3,000 1607 South End of Pipe Bridge 7/22/98 28 126,000 28.27 4,450 3,000 1608. South End of Pipe Bridge I=F These Tests were performed in accordance with ASTM C-39 Remarks: - Type of Fracture: is CC: 19 NO .. i,w miw 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 Tr APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY. SPECIMEN ' COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 7/16/98 (M Max. Area Date Cast: 6/18/98 �}£y Specimen N Number Date Received: 6/23/98 ��. G, Load Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Sleeper # 114 @ +3' (Lbs.) Contractors (PSq (fc) 1580 P.O. Box 67 6/25/98 88,000 Gridley, CA 95948 3,110 Sample Size: 6"x12" Max Size Aggregate: %" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 06016FA Air Entrainment: 5.5% Cement Factor: 6.0 sk Concrete Temp: 88 Slump: Y 4.5" Air Temp: 94 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen N Number Date Days Load Strength Strength (Lbs.) (PSq (fc) 1580 Sleeper # 114 @ +3' 6/25/98 88,000 28.27 3,110 1581 Sleeper # 114 @ +3' 7/16/98 28 119,000 28.27 4,200 3,000 1582 Sleeper # 114 @ +3' 7/16/98 28 117,000 28.27 4,130 3,000 1583 .Sleeper # 114 @ +3' o oa000 o� oa000 a �00000 I=F�00000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: " Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS �Tc • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY- SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 7/15/98 Max. Load Lbs.) Area Date Cast: 7/8/98 1720 S. End of New Compressor Pad Date Received: 7/9/98 93,000 28.3 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: S. End of New Compressor Pad Contractors @+5' 7�7- P.O. Box 67 8/5/98. ����� 28 Gridley, CA 95948 4,000 Sample Size: 6"x12" Max Size Aggregate: Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.0% Cement Factor: 7.0 sk Concrete Temp: 78 Slump: 4.5" Air Temp: 73 Lab Specimen Number Structure & Location Test Date Age Days11 Max. Load Lbs.) Area Comp. Strength (PSI) Specified Strength' (fc) 1720 S. End of New Compressor Pad 7/15/98 93,000 28.3 3,280 7�7- End of New Compressor Pad 8/5/98. ����� 28 28.3 4,000 na,+5' P�11 S.End of New Compressor Pad 8/5/98 28 28.3 4,000 1723 S. End of New Compressor Pad❑��� F -T - F These Tests were performed in accordance with ASTM C-39 Remarks: :Type of Fracture: CC: ewed by 100, 0 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530)'891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Lab Specimen Number LABORATORY SPECIMEN Test Date Age Days COMPRESSIVE STRENGTH REPORT Area Comp. Strength (PSI) Specified Strength (f c) 1716 PROJECT: wild Goose Gas Storage Report Date: 7/15/98 28.3 3,500 Date Cast: 7/8/98 Pad Date Received: 7/9/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: East Side of New Compressor Pad 28.3 Contractors 4,000 Pad P.O. Box 67 Gridley, CA 95948 1718 Sample Size: 6"x12" Max Size Aggregate: � Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 07016FA Air Entrainment: 5.5% Cement Factor: 7.0 sk Concrete Temp: 78 Slump: 4.5" Air Temp: 68 Lab Specimen Number Structure & Location Test Date Age Days Max. Load (Lbs.) Area Comp. Strength (PSI) Specified Strength (f c) 1716 East Side of New Compressor 7/15/98 ❑7 99,000 28.3 3,500 Pad 1717 East Side of New Compressor 8/5/98 28 � 28.3 � 4,000 Pad 1718 East Side of Compressor 8/5/98 28 � 28.3 � 4,000 Ped 1719 East Side of Paa Compressor F7 0 00000 . a �oa0000 These Tests were performed in accordance with ASTM C-39 Remarks: • Type of Fracture: CC:le Re wed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 0 iTc ' 4 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 61'x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.1 sk Slump: 4.5" Report Date: Date Cast: Date Received: Cast by: Location in Structure: Max Size Aggregate: Admixtures: Air Entrainment: Concrete Temp: . Air Temp: 7/14/98 6/16/98 6/18/98 L. Chapman Sleeper # 132 @ +4' 1" 322N 5% 82 84 ee A. C. T. a.t P— Y. F--4: (... / (-- These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: V.. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Structure & Location Test Age Max. Area Comp.F Specified Specimen Number Date Days Load Strength Strength (Lbs.) (PSI) (f c) 1546 Sleeper # 132 @ +4' 6/23/98 �7 82,000 28.3 2,900 1547 Sleeper # 132 @ +4' 7/14/98 28 105,000 28.3 3,710 3,000 1548 Sleeper # 132 @ +4' 7/14/98 28 108,000 28.3 3,810 3,000 1549 Sleeper # 132 @ +4' These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: V.. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Jul -14-98 03:33P P.OZ JUL-14-98 11604 AM ATC—APPLIED TESTING 539 071 4243 P.04 9AIW APPLIED TESTING CONSULTANTS XWERIALS ENMEERINO TES TlNQ AND INSPWION • • SPECIMEN COMPRESSIVE STRENGTH REPORT 1 FRO)ECT: Wild Goose GO$ seorege CLIENT: Ray6con >t;odlaeera At Contraeton P.O. Box 67 Gridley, CA 95949 Semple size: 6"1612" Supplier. M"hym Ready bm Mix Design: 06016FA Cement Factor: 6.1 •k Slump: 43" Report 0"e. Date Cast: Date Received: Cast by: L.oe,ation in Structure: 7/14M . 6rl6/4hi ®- 6/lslt/� L. Cbapmas Sko"r 0 132 0 +4' Max Size AWegm., 1" Admixtures: 322N Air Entrainment: 3% Concroto Temp. 32 Air Tamp: 84 RECE M-0 A 14 '98 .DAMES E. YOUNG rpt° A ._a �.....��le • .G .'rte � SPO>te:N Nvotba 1546 1547 Structure A l otstlon Sleeper M 132 Q +4' Sleeper# 132 S +4' Tea Date 6123/98 7/14198 AW Days 7 26 Max. Load LM, 82.000 105,000 Area 28.3 23.3 Ceeep Slmgtk (PSI) 2,900 3,710 SwIned 9tren�th 3,000 1541 Sleeper 01318 +4' 7/14/98 28 106,000 21.3 3.1110 3,000 1549 Shaper N 1310 +4' S I a .0012 wen perrormeo is accoraaace with ASTM G39 Remarks: Type of fracture: CC: Reviewed by 3080 Thorntrw 0dv*. Ste. 35 - Chico. CA 06073 - Telephone: (530) 601.6625 - Fawlmile: (530) 861-4243 JU1-14-98 03:33P P.Ol ARB, INC. Job #066988 AX A-,: • c�!Ounr'1a.rd��iu� ARB, INC. 876 Highway 99 'Gridley, CA 96948-9546 530 846-1975 M,►A 530 846-1977 gEMA: ❑ Urgent For your rcview ❑ Reply ASHY ❑ Ttcasc coinmcnt m I Jul -13-98 02:20P JUL--13-96 12623 PM Aic • • P.02 ATC—aPPL I ED TESTING 53® SSIX 4243 P, F32 4- APPLIEqTtSTING CONSULTANTS w'>' plALti �NaINEfR/N0 TSI rrNG ANO /NSP!'CTION LABORATORY SPECIMEN 70' COMPRESSIVE STRENGTH REPORT PROJECT: Wild Gom Gay Storage Report Date: 7/10/99 Date Cast: 6/12/98 Date R=eived: 6/1619= CLIENT:y cog by, r4 Iia theca Edeltaeen dk Contractors Location in Structure: Pipe Sleepers; PSIo-112 4%P3Ja107 P.O. Box 67 Gridley, CA 95948 Sample Sino: Supplier: 6"1r12" Mathews Ratti Mix Max Size Aggregate: sl." Mix Dome: 06016FA Admixtures: 322N Cement Factor; 6.0 sk Air Entrainment: Micro Air Slump: 2.S" Concrete 'temp: 77 Air Temp: .78 to SRciman structure a� Loaoon Test Age Max. Area Camp. spe.ln.d Nvaleer Date Days Load strew Strength 1330 Pipe Sleepers; Lbs. 6119198 7 98.000 28.3 (psi) 3,460 trcl 10.112 & PSIO.107Pipe Sieepetsi 7110198 28 118,000 28.3 4170NA IO -212 PSIO-107 K pipe gleepen; 7/10/96 28 120000 28.3 4,24010-1It & PSIO.107 Pipe Sleepers; S io-1 l= & Pb10.107 MIN ?hese Teen were perrot►eaed in sseord■ot:e with ASTM C-39 81111 k .: Type of Fracture: RECEIVED CC: RzviMe dby A 13 W JAMESE.YOUNG 3080 Thofidoe Ofte, Ste. 35 - CMeo, CA 85973 Telephone: (530) 891.8828 • Fecalmlle. (S30) 891.4241 a a Jul -13-98 OZ:ZOP °JUL-13-98 12:23 PM A An =m r , • • P.03 ATC-APpLIED TESTING 536 691 4243 r.03 P-tuC14- APPLIED JEJTING CONSULTANTS AfATFRL9t8 &WONWERLW 7VV7JNQ AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROTECT; Wild Goose Gm Storage Report Date: 7n193 Date Cut: 6!4193 MOthews Ready Mix Date Received: 61101" CLIENT:R„y�1e00 mn & Cast by: Location in Structure: 1L. Chaploaa Pipe Support N 101 Contractors 06016FA d.0 Sk P.O. pox 67 6.3% Gridley, CA 459+3 Slump: 3" Sample Size: 6»x12" Max Site AStircpate. !4" Supplier: MOthews Ready Mix Admixtures: 322N Mix Desisn: Cement Factor: 06016FA d.0 Sk Air Entrainment: 6.3% Slump: 3" Concrete Temp: 811 Air Temp: 72 sUnimen �teyature Qt I•aatbn Test Abe Max. Arca Comp. Spo¢Jc j Mwebcr Date Day! Load Strer�th SircngN ]sot Pipe SupportN 104 6/16/99 Lbs. 7 102.000 28.3 (PSI) 31600 (rc) 1309 Pipe Support N 1W 7n/98 28 143.000 21.3 5,050 3,000 lS{0Pipe Support N 104 7n199 29 138,000 29.3 4,8130 3,000 ISI 1 Pipe Support M 104 S Thee Tats weft pertbraled In accurdonce with 7STM C-!9 Remark-&: Type of Ereoture: CC: Revie ed by 3080 Tnomtree Omm, Sb 9Q • Chbo. CA a6yr0 • reiapnona: (530) 891.6625 • Face["@: (530) 891 •424. REOEIVED 31 13'm SAaG.YOUIG Jul -13-98 OZ:ZOP A,,?,r{:, P.Ol ARB, INC. Job #0638988. LIM ���• • �.. Z is ARB, INC.. 876 llighway 99 Gridley, CA 96948-9546 • 530 846-1975 ►�530 846-1977 REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP' ❑ Please comment k RECEIVED A 13198 E. YOUNG C01'.._ ♦ Y 6 hl:UEIVED ATr APPLIED TESTING CONSULTANTS a 22,98 ammlil 1111111111 MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN r�.'�. • �, .7�� • A. COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 2.5" Report Date: 7/10/98 Date Cast: 6/12/98 Date Received: '6/16/98 Cast by: NA Location in Structure: Pipe Sleepers; PS10-112 & PS10-107 Max Size Aggregate: %" Admixtures: 322N . Air Entrainment: Micro Air Concrete Temp: 77 Air Temp: 78 Lab Specimen Number Structure & Location Test Date Age Days Max. Load Lbs. Area Comp. Strength (PSI) Specified Strength (t'c) 1530 Pipe Sleepers; 6/19/98 ❑ 98,000 28.3 3,460 PS10-112 & PS10-107 1531 Sleepers; 7/10/98 28 118,000 28.3 4,170 NA PS 01112 le P 7 1532 Sleepers;Pipe 7/10/98 28 120,000 28.3 4,240 NA PS10.112 le P 1533 Pipe Sleepers;❑��� ' PS10-112 & PS10-107 0 0 a 0 oa000 00000 oa000 00000 . 0 00000 These Tests were performed in accordance with ASTM C-39 Remarks: • Type of Fracture: CC: viewed by 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 -- Telephone: (530) 891-6625 Facsimile: (530) 891-4243 Jul -13-98 OZ:20P JUL--13-96 12923 PM f • • P.02 ATC—APPLIED TESTING S30 891 4:243—A I P - t LE- (, . 1 4— APPLt STING CONSULTANTS TU rrNU AND INSP90170N LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gag Stora18e Report Date: 7/ions Date Can: 6/12/98 Date Received: 6/16M CLIENT: Rayt6toa En ;seen e Contractors Cast b'; Lotstion in Strucrure: • r4A Pipe Sleepers; PSto-112 * rsto-1o7 P.O. Box 67 Gridlcy, CA 95948 Sample Size: 6"1112" Max Size A Suppliet: Mathews Rad Mix aregate: Mix Design: 06016FA r Admixtures: 322N Cement Factor; 6.0 sk Air Entrainment: Micro Air Slump: 2s" Concrete 'temp: 77 Air Temp: 73 Lab 9rructumA Laallon S�eei+nen ren q793,000 Max. Area Camp. sP4alMd HYp1 Deto DLOW Strength Strength 1330 US. (�91) WO Ptpe Sleepers; 6/19/99 28.3 3,460 PSIO.112 & PS1a107 1331 Plpe Sleepers; 7110/98 28 11 ,400 28.3 4,170 NA pS)a112 PSla-107 1332 Pipe steepen; 7110193 28 !20,000 28.3 PSI a-112 & PS 10.107 4 � NA 1533 Pipe Sleepers; S Ps1a112 &MEN 177 rslato� WENEWNWIN 7Aase recta were perkrasd ie .ecord■ut:e with ASTM C-39 Rtmttrks: Type of Fracture: RECEIVED CC: Rcvie ed ey A 13U' SES ENOUNG 3080 Thornuee pave, Ste. 35 - Cr+l6o, CA 95973 • Teiaphor4: (S30) 891.8625 • FwAlmlle. (530) 891.4243 0 • JUL-13-98 i2:23 em ATC -APPLIED TESTING APPLIES? . AfA71RULS r' -V3 530 671 4243 NG CONSULTANTS — •— ^~ T€OnNO AND /NSPECrION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT; wild Goose Gu Storage. Report pate: 7/7/98 Date Cm: 619/90 Date Received: 6110l'9>1 CLIENT: Raytheon Eagimn & 'Cast by: Location in Structure: L Cksposo Pipe Support 0104 Contractors P.Q. Box 67 Gridley, CA 95948 Sample Size: Supplier; 6"xIY^ M6thewit Ready Nil Max SUc A&mSate. Mix design: 06016pA Admixturos: Air Entrainment: 322N 6.S% Cement Factor. 6.0 sk Concrete Temp: 81 Slump: 3" Air Temp: 72 � spwimm Staictute &Location Test e A8 Max. Arco comp. specified Nwnhu oad Dste Days ]10 Strenoth sircap 1 Soa Pipe SuAport N 101 Lb:. 6U16/98 7 2 (PSI) 28.3 3,600 (rc) 1309 Pipe Support M 106 7nloi 21 143.0002AA 0,058 3,000 lS{0 PiP9Support 0184 7n199 29 192,000 19.3 0130 31000 l s l t Pipe Support tr 104 s These Tate were performed In accurdeacc with ASTM C-39 Remuji-4: 'type of Fracture: CC: Revie ed by • 3080 Tnomtrao onve, Sto 3s • CA►oo. CA 459r3 • Telephone: (530) 891 6825 • Fectlrtdle; (530) 891.4243 RECEIVED ,W 1318 SAO&YOING RECEpVEr, APPLIED TESTING CONSULTANTS JUL 22 '98 • MATERIALS ENGINEERING TESTING AND INSPECT/ • F LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Wild Goose Gas Storage Report Date: 7/7/98 Date Cast: 6/9/98 Date Received: 6/10/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Pipe Support # 104 Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Max Size Aggregate: %" Supplier: Mathews Ready Mix Admixtures: 322N Mix Design: 06016FA Air Entrainment: 6.5% Cement Factor: 6.0 sk Concrete Temp: 81 Slump: 3" Air Temp: 72 C- - ly.`•r4 tab Structure & Location Test Age I Max. Load Area Comp. Strength Specified Strength Specimen Number 1508 Pipe Support # 104 IL Support # 104 Date 6/16/98 7/7/98 Days 7 28 Lbs. 102,000 143n=�5,050 28.3 (PSI) 3,600 (f c) 3,000 1509 Pipe Support # 104 7/7/98 C 28 138,000 28.3 4,880 3,000 1510 Pipe Support # 104 1511 Pipe ILI IL I IE IF—A 1 1L E� 1E I ]�L 1E 771E IL These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: • CC: Reviewed by 3080 Thomtree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 = Facsimile: (530) 891-4243 • • • b=. 1 e- . to. 14 JUL-WW-WW iN:17 040•1 wTC-APPLi6� 7L'tit a►1�. a��r .+� ..ago .. _ Ar�APPLIED TESTING CONSULTANTS WrVIMLS ENOATEIrmiV TESTING AND INSPECr/ON a.IflYVav� a Val a va �v�.•�++� Test Date - . -�_ Mut. Load bs. Area COMPRESSME STRENGTH REPORT Specified StrcnatA (fie) .. Pipe Support # 104 6/16/91 7 102.000 PROJECT: Wild Goose Gas Storage Repon Dace: 1509 Pipe Support # 104 Date Cott: 69/98 143,000 21.3 Datc Rcccived: 6/10/98 1510. Pipe Support # 104 Cast by: L Chapman 133.000 CLIENT; Rayibeon Englown & L.ucation in Structato: Pipe Support 0 104 1511 COntratton s P.O. box 67 Oridley. CA 95948 Sample Siva: 6"111" Max Site Aggregate: 'A" Supplier. Mathews Ready Mtx Admixtures, 332N Mix Design: 06016TA Air Entrainment:Ccc,y Cement Factor: 6.0 A Concrete Temp: SI r t; "� �% 1 Slump. 3" Air Temp: 2 C_ �CSOa�SC�w-��•�•� Lab Nurobrr Struowre dt L.oeadon Test Date Ase Days Mut. Load bs. Area Coup. StronPth (PSI) Specified StrcnatA (fie) 1.301 Pipe Support # 104 6/16/91 7 102.000 28.3 3,600 1509 Pipe Support # 104 7/7/9E 28 143,000 21.3 Sim 3,000 1510. Pipe Support # 104 7/7/98 28 133.000 28.3 4,880 3.000 1511 Pipe Support # 104 s Tam Tests ware perrorMed in secoraaact with ASTM C•39 Remarks: Type of Facture: CC: Reviewed by 3M Thomtres Drive. Sia. 35 • Chico, CA 05973 • Tolephorte; (330) 6914626 • Fadafte: (530) 091-4243 £O'd d9T:10 t36-80-Lnr 0 • 1- % 1C- .. (.. 14- ll�L-0B-99 1 0 i 18 Art HTC—APPU Z GL TF1ST t HV - - APPUED7 M1nb��d� 1*�InpOna i, 10M6V -- 301N1111mmiles JX. CWm.GA fX "LT --N 5 hie w "4416)N1 604 fill NI161111.12/.i LABORATORY DATA OF 11 ILLu SAMPLES PItOJkiC'C: cyaose CLIENT: Sdimple Size: Supplier: Mix Design: Cement factor: Slump: Date Cast: —7 Date R=ived: Cast by: Location in St • eturc: V$4tpr QV-lkOfat to Cwf�3 Magi Sic Aggregate: Air Entrainment; Concretc Temp. Air Tenip: --- _--- Li1 Spcellnea t�fcld Number Test Detc As pays Mn:. Area (sq. hi.) Sir-ngllk Irel Sptcllkd SW111111 Number (PSI> trsq �r Notes: TO'd d5T=10 86-00-LnC` F-, 1L . c-. \4 C • LABORATORY DArFA OF FIELD ILD SAMPL + S PROJECT: JU1..—NO-7O aO.sO AM ATG -- &t 14.6►6♦04v Ii f 4b Ualc Iteceived: Sredned CLIENT: •� —� _ __ 14aNaw4 F,ngltgmtlt{� Tw�ltt.�Owd 1MdercUO� • st►ens1h "v^5. W-wr C'A,/n� 7�) _ ]IiAATlrmnuAl►?)t 75 _ C'Nee.CA !Sl1� (PSI> COWSSutw Max Sizc Aggregate: .��— _ »MM." MGM 662$ _ _'S/ct[ _. ,..�� NS I;.i tgIQW-12/1 C • LABORATORY DArFA OF FIELD ILD SAMPL + S PROJECT: Date Cast: Ii f 4b Ualc Iteceived: Sredned CLIENT: Cast by-IMFC-C. 4 1.11x11 (11m.) (sq. 111.) I ncation in Structure: st►ens1h "v^5. W-wr C'A,/n� 7�) f.A t (PSI> Sample Size:r..�L...r Max Sizc Aggregate: Supplier: ___ Mix Ucsign: Adlnixttlres: _ _'S/ct[ _. ,..�� /lir Untrainmcnt: d of of Factor: Con _ &emeut ljo� Slum • �-c 7 Spedwen Test i) -jft� Man,Arra S11enR11t Sredned Noin er Number 1.11x11 (11m.) (sq. 111.) INI st►ens1h (PSI> (P31) r s - 1017 q e V47 [� rl7 6 . _ r-- 7C C /i Cir r W d Notes: E6 - _ 20'd d91:10 236-80—Lf1C AR P-: le .. Co . 14- Daily Inspection Report Concrete/ Reinforcing DATE: INSPECTOR. L \ DESCR]PTION OF WORK: Arrived at jobsite nt 0 .,5Dhos. Performed special inspection Performed sampling only F "KI For concrete placed at:(?ap OAAA �lnspected reioiforcing placement for: 4b. -rap 4 T567* %I /Wha4 s4ztt AtAzt 4:!�_ 60 PROJF.,CT: �,i q Weather: [ 3 Per Reinfo Ging Details: Verift proper Bar sizes, laps, location, spacing, II and clearances. First load arrived at&,090�rs, D Verified proper mix design as Monitored all loads for proper mix acid slump All concrete was properly consolidated by use of a Performed slump tests) L. - . - Notes/C mments: r �.S , nconcrete Tem Cast ; - sets concrete placed at, 0 Tcmp. �4 ��inders representing .5cc ��ouJ C�agq 4 b Cr£, a' �,dJ J J1 V�jplans was in compliance with approve and specifications. I Per Concrete Details: No problems were noted during the placement [ ] Extxpt as noted below: �jA total of cubic yards were plac:cd tuday Departed jobsite at_/Ao_hrs• ly. ;O C:'t le . (. t4 - Own K!gD.ST��VG — -- --- )A�dltl4d� F.ii�lfmn.up in pwUonl inspKUon ■ rM� -- -� - - _ .._ - ... 3000Tluwnn"rk. GTtco.c/1 JESTING �� .�� nn- LiLTANTS -- _ _. • _ - I:�. I9)6) 891.411;1 -_- 0 .LA BORA"FORY DATA (_) i+ FIE D SAMPLES ES PROJECT: �� l )ace Cast:YJ J -3t, .-_..7 Date Received: C.I.IENT s Sainple Sin: Supplier: Mix Design: C:cment Factor: Slump: --..... 1nn�L�� — C Cast by: I mcation in Structure: Max Size Aggregate: Admixtures: Air I ntrainvneut. Concrete l"CII1p: Air Temp- _LNA 1%.01, .4 A/l e%%-- e� Notes: 90'd d9i:10 86-SO-Lnr 14- 1 t i■yl� 9i . �G1tn14d� Tng4gotx! ■■tIR fJ=�11MM Lp 1119PK'tiOn ■■�► ■ !"'�Tt N� _ flt. ( A yam++ C11� MhtMnln.n W73 •rf►��.f CONSULTANT r►M11„ (916) 991.6625 (916) 091-41,13 —_. .. ....._— _)11i LABORATORY DATA OF F IEO SAMPLES PRO] FC'I': j � �� %�� Date Cast: v"""1 GOD5elble. Rennivt,(1• CLI ENT: � C'ast by: (.ovation in S(mclure, 45 . yJ1tD C4 t�4?A-b 4`�1 Sample Sin: ��%� - � Mix Size nggrcgate: SupplieY: Admixltlres: Mix Design: Air laltrailcl)t:Z..--- p Cement Factor: f7 C'oncrcte "Temp. 4�Tdw s<<G.�, Siump: q2 Gu f o Oc Air l*emp: _ ---•--_..._.. • Lab 1t1e1(1 Test Vitt: Age y._ Mix. Arca 51retieth - - Spedlied Specimen Number 1)ays Load (f.bs-) (sq. in.) J!"Cl Strength Nutuber (rst) (rSl) IS - -36, • Notes: 00'd d9T:T0 06-80-1-nr RECEIVED VE APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT Sample Size: 6"x12" Max Size Aggregate: CC.:_.;a,,, T-h.,,a,.,.. PROJECT: Wild Goose Gas Storage Report Date: 6/30/98 �1i,,•• Y,,,7 Mix Design: Date Cast: 6/2/98 J`-. Ye Cement Factor: Date Received: 6/4/98 85 Slump: Cast by: L. Chapman 79 CLIENT: Raytheon Engineers & Location in Structure: Retaining Wall NE Corner Contractors 1495 Retaining Wa>l NE Corner 6/30/98 P.O. Box 67 125,000 28.3 4,420 Gridley, CA 95948 1496 Aataining Wall. NT Corner Sample Size: 6"x12" Max Size Aggregate: %" Supplicr. Mathews Ready Mi:t Admixtures: 322N Mix Design: 06016FA Air Entrainment: 3.5% Cement Factor: 6.0 sk Cuncrctc Tciup: 85 Slump: 3.5" Air Temp: 79 Lab specimen Number Structure & Location Teat Date Age Days Max. Load (t .ha.) Ares Comp. Strength (PSI) Specified St=gth (f e) 1493 Retaining Wall 1r -E Corner 6/9/98 7 92,000 28.3 3,250 1494 Retaining Wall NE Corner 6/30/98 28 123,000 28.3 4,350 3,000 1495 Retaining Wa>l NE Corner 6/30/98 28 125,000 28.3 4,420 3,000 1496 Aataining Wall. NT Corner SEE These Tests were periormea m accvrnancr ..Am .+.� a+-• Remarks: • Type of rracture: CC: 3080 Thorntree Drive, Ste. 36 • Chioo, CA 95973 • Telephone: (WO) 891-9925 • Facalmile: (530) e91-4240 RECENM APPLIED TESTING CONSULTANTS„F- • MATER/A1.8 ENGINEERING TESTING AND INSPECTION • LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT I CC; 7--,4 PROJECT: Wild Goose Gas Storage Report Date: 6/30/98 Date Cast: 6/2/98 moi% : `. I7.4 - Date Received: 6/4/98 Cast by: L. Chapman CLIENT: Raytheon Engineers & Location in Structure: Retaining Wall NE Corner Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 6"x12" Supplicr: Mathews Ready Mist Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 3.5” Max Size Aggregate: Structure & Location Admixtures: 322N Air Entrainment: 3.5% Cunumic Tcaup: 85 Air Temp: 79 LAb Specimen Number Structure & Location Trot. Date Age Days Max. Load Area Comp. Strength (PSn Specified Strength (fe) 1493 Retaining Wall NE Corner 6/9/98 7 92,000 28.3 3,250 1494 Retaining Wall NE Corner 6/30/98 28 123,000 28.3 4,350 3,000 1495 Retaining WAIL NE Corner 6/30/98 28 125,000 28.3 4,420 3,000 1496 Retaining Wall NT Corner S Tihese Tests were performed to accordance with ASTM C-39 Remarks: • Type of rracture: CC: 3080 Thomtree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (5:30) 891-9525 • Facalrniler (530) 881-4243 TC • • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT RC1,.. PROJECT: Wild Goose Gas Storage CLIENT: Raytheon Engineers & Contractors P.O. Box 67 Gridley, CA 95948 Sample Size: 611x12" Supplier: Mathews Ready Mix Mix Design: 06016FA Cement Factor: 6.0 sk Slump: 3.5" Report Date: 6/30/98 4 '98 Date Cast: 6/2/98 Date Received: 6/4/98 .114MEfi E. YOUNG Cast by: L. Chapman Location in Structure: Retaining Wall NE Corner Max Size Aggregate: Y4" Admixtures: 322N Air Entrainment: 3.5% Concrete Temp: 85 Air Temp: 79 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load Strength Strength (Lbs.) (PSI) (f c) 1493 Retaining Wall NE Corner 6/9/98 7 92,000 28.3 3,250 1494 Retaining Wall NE Corner 6/30/98 28 123,000 28.3 4,350 3,000 1495 Retaining Wall NE Corner 6/30/98 28 125,000 28.3 4,420 3,000 1496 Retaining Wall NE Corner S❑��� These Tests were performed in accordance with ASTM C-39 Remarks: •Type of Fracture: CC: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 0 • • JUL-07-98 10:21 AM ATC -APPLIED TESTING 330 091 4245 P.02 r mi�&�Tc APPLIED TESTING CONSULTANTS 11111A 4IALS EMINEERING rEST/MC AND INSPECTION ASTM 1557 Moisture/Density Curve silent•.' Address: City. State ZIP! Attn: prMect: Sell Description: sample Loalbn: Trial No: Water Added Oros compacted We Contalner Tare: Net Compacted wt: Wet dansiyr PCI: Dry density, pd; Pan No: Gross wet wt: Gross dry Wt: Pan tare Net dry wt: Moisture lou: % Moisture Content- 127.0 ontent Raytheon Engineers 8k Contractors P.O. Box 67 Gridley, CA 9594.8 Kari Chamberlain Wlld Goose Gas Storage Gray Silty Sand wt Small to Medium Gravel Jobsite 1 • 100 2 200 3 4 300 7217 7378 7455 2765 2785 2765 4452 46131 4690 130.9 135.61 137.9 123.3 125.81 125.1 1 2 3 4 951.3 991-81 959.6 901.4 926.61 878.8 88.5 87.2 86.6 812.9 839.4 792.2 49.9 65.2 80.8 6.1% 7.8% 10.2% sample No: 1 *L Date: 7 -Jul -98 Tech: B. Carter RELIC 'ED Sample Weight: A 14'0 JmES E.1/ou% 5400 Rock Correction' ASTM D4718 Toot sample we 59.79 ♦314 rock wt: 2.8 % of +314 rock: 4.7% SpeolOe Gravity of +314: 2.60 Rock mo, density: 127.5 127.0 120.0 125.0 124.0 I i y - -4554.10 . 788.5-4 92.077 123.0 I 1t2 =1 122.0 4.5% 3.6% 6.5% 7.6% 8.5% 9.5% 10.6% 11.5% Moisture Content 1% of dry welphq It Max density from curve: 126.2 Max adjusted density: 127.5 pcf Optimum moisture: i 8.6e% This test was performed per ASTM 1$57 Reviewed by: 3080 Thomtree Olive. Ste. 36 • Chico, CA 95973 • Telephone: (530) 891.6625 • Faglmile: (530) 891.4243 f i r - f i ■ r 0 r� • 4 ./¢- APPLIED TESTING CONSULTANTS NAMNALS ENCINEERING TESTING AND INSPECTION Daily BOLTING INSPECTION Report DATE:, �/ % PROJECT: CLIENT:�`"�� Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Tarn of the Nut turn past snu Impact Test see DESCRIPTION OF WORK • *Arrived at job at 0830 hrs. 'To pd'fbfm special inspection of him strcvh tItin�g at t�he, *Before tightening the bolts we verified that the materials used in this assembly wcru in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. *The bolts used in this 5030AKe are diameter A325 •A494 grade high strength / teasion indicator uehv ! without hardened steel washers bethath hardened steel nuts. Method of Tiebtening ( ) Toque Wrench Wl Washers — The Calibrated Wrench Tiightwing zmediod was used per 9"on 8(d)(2) ofthe RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using a calibrated Glial-urliwiur turyuc wcurtda. (3) twat pound readings on the vKmeh were recorded for each bolt size in order to establish an average job test torque to provide a torsion not less than five percent in excess of tate atinunum tension specified in Table 4 of the RCSC Specifications. Impact Gdn W/ Washers .- The CalihrwM Wrench Tightening method was used 8(d)(2) of the RCSC Speciftatiacts. A reprcscatativc sample of 3 bolts from each &-nau- lcaa& and grade used in this structum wcra tightcnod in the Skidmore Widbelm tension.. • indicatamg deviceusing an impact wrench. We recorded the amour>i of time (in seconds) that it took to acbu W the required torsion for each bolt size. 3 time readings were recorded for each bolt size in order to establish an average job test time to provide a tension root less than five percent in exam of the minimum tension specified in Table 4 of the RCSC Specifications. 90 39dd _ — .• ^'NI;—NfJ8WGHT -atiA •`•ins ee,� aa6669EL9©69 'rGeb� 9t �866T!TE/80 • { } Turn or the Nut -- No wa.Shcrs were used in this assembly, so the Tura -of --Nut Tightening method utas used per Section 8(d)(1)• A representative sample of 3 bolts from each dtamater, len5th, and grata uaod in this structure were tighteners in the Siddroore Wilhelns tension - indicating device. This was donne to verify the estimated snug -tight condition and to cMrC that the controlling turns past smug -tight per Tabic 5 will davclop a tension not less than five per+eaent Rreater than the tension required by Table 4 of the RSC5 specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. ( ) Torque Indicator Bolts W/ Washers The Direst Tension Indicator Tighteaft method wras used per Section 8(d)(4) of the RCSr . Rperificatimts. A representative sample of 3 bolts from each diameter, length, aced grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear wrench. 3 foot-pound ratings were takat for each bolt size in order to verify that the- Direct Tension Indica w Bohr were achieving a tension not less than five percent in excess of the minimrmr t ='a n required (per Table 4) Whre yielding as specified in Section 8(d)(4) of the RCSC Specifications. The specifications of the tension indicator bolts aw dve • shear wrench ane attached. • *Each bolt assembly was ifUWted aril tiglitutod to a snug -tight condition by the contractor prier to tigtntetting. *Them were a trial of aJ I �i bolts, n the structure, 73 L� were tightened using the above n mitioned procedure. ♦Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the strucaure have been, prut,crly tenoned in accordance with the RCSr_. Specifications for Structural Joints contained in the AISC Manual for Steel Construction. *Problems/ Discrepancies *Departed the job at I ZW bn• . Inspector t(aBON 90 30Vd NIV1839WVHO 78VM C669CL9069 t1CZ:8Z 866i/T£/80 AST --� �', le G • / � APPLIED TESTING CONSULTANTS • MATERIAL$ ENGINEERING TES77NO AND INSPECTION Daily BOLTING INSPECTION Rep= DATE: /�Cf e PROJECT: CLIENT: tJ�1, Bolt Size in digObs) Req'd Tension Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec 3/'.4 3 DESCRIPTION OF WORK *Arrived at job at IWO hrs. • "To perform special inspection of high strength bolting at the *Before tightening the bolts we verified -that the materials used in this assembly were in confomtiance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. *The bolts used in this are diameterA325 *A490 grade high strength/ tension indicator with iviths�hardened steel hardened steel nuts. Method of Tiehtening ( ) Torque Wrench W/ Washers -- The Calibrated Wrench Tightening method was used per Seton 8(dx2) of the RCSC Specifications. A representative sample of 3 bolts 5vm each diameter, length, and grade used in this structure were tightened in the Slddnwre Wilhelm tension - indicating device using a calibrated dial -indicator torque wrench. (3) foot pound readings on the wrench were recorded for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. ) Impact Gun W/ Washers --The Calibrated Wrench Tightening method was used P Section 8(dx2) of the RCSC Specifications., A represeatative sample of 3 bola from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension- • indicating device using an impact wrench. We recorded the amount of time (in seconds) that it took to achieve the required tension for each bolt size. 3 time readings were recorded for each bolt size in order to establish an average job test time to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. Z0 39tid + NIC-1a3EWVH0 1NVA 66696t9ocs 6Z : t Z 866T/6Z/80. U ( ) Turn of the Nut ----- No washers were used in this assembly, so the Turn -of --Nut " Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts firm each diameter, length, and grade used in this structure were tightened in the Skidmore Wilbelm tension. indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. ( ) Torque Indicator Bolts W/ Washers The Direct Tension Indicator Tightening method was used per Section 8(d)(4) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear *reach. 3 foot-pound readings were taken for each bolt size in order to verify that the Direct Tension Indicator Bolts were achieving a tension not less than five percent in excess of the minimum tension required (per Table 4) before yielding as specified in Section 8(dx4) of the RCSC Specifications. The specifications of the' tension indicator bolts and the shear -wrench are attached. *Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior io • tightening *There were a total of bolts in the structure, ':53(vvere tightened using the above mentioned procedure. *Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the RISC Manual for Steel Construction. *Problems/ Discrepancies *Departed the job at, jl� a hrs. •," Iwo* M' • E0 39Vd NIVIN39WVHD INVM E669U9069 6Z:LZ 866i/6Z/80 APPLIED TESTING CONSULTANTS • MATERIALS ENGINEERING TESTING AND INSPECTION Daily BOLTING INSPECTION Report DATE:/Z� sPROJECT: CLIENT: U) CXJTZ_� Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec DESCRIPTION OF WORK *Arrived at job at I WO hrs. • *To perform special inspection of high strength bolting at the *Before tightening the bolts we verified -that the materials used in this assembly were in conformance, with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. *The bolts used in this stp=uKe are 3/.L diameter A325 / *A490 grade high strength / tension indicator bol with itlu�hardened steel was neath hardened steel nuts. UJOL•011%" Method of Tightening ( ) Torque Wrench W/ Washers — The Calibrated Wrench Tightening method was used per Section 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using a calibrated dial -indicator torque wrench. (3) foot pound readings on the wrench were recorded for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. K Impact Gun W/ Washers -- The Calibrated Wrench Tightening method was used pe Section 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using an impact wrench. We recorded the amount of time (in seconds) that it took to achieve the required tension for each bolt size. 3 time readings were recorded for each bolt size in order to establish an average job test time to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. 10Pn Thnrntree Drive. Ste. 35 Chico, CA. 95971 . TPlenhnne- (510) Rqi -F62F RQ1 _d�dR '( ) Turn of the Nut — No washers were used'in this assembly, so the Tum -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter; length, and grade used in this structure were tightened in the Skidmore Wilhelm tension- indicating device. This was done to verify the estimated snug -tight condition and to ensure.that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. { } Torque Indicator Bolts W/ Washers The Direct Tension Indicator Tightening method was used per Section 8(d)(4) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear wrench. 3 foot-pound readings were taken for each bolt size in order to verify that the Direct Tension Indicator Bolts were Achieving a tension not less than five percent in excess of the minimum tension required (per Table 4) before yielding as specified in Section 8(d)(4) of the RCSC Specifications. The specifications of the tension indicator bolts and the shear wrench are attached. *Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to • tightening. *There were a total ofbolts in the structure, --,;53Qwere tightened using the above mentioned procedure. ` *Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. *Problems/ Discrepancies' *Departed the job at/,�3b hrs. 4- APPLIED TESTING CONSULTANTS M &1C --MATERIALS ENGINEERING M87INQ AND INSPECTION Dailv BOLTING INSPECTION Report DATE: PROJErT. Bolt Size Req'd Tension Test Torque Tarn of the Nut Impact Test in diaabs)., (ft -lbs) turn past snu sec 3Ie4 -zrajv 3 DESCRIPTION OF WORK • *Arrived at job at 1&MM his. *To perform special inspection of high strength bolting at the VVI�� Cmud lt-�/ A - D 19 - *Before tightening the bolts we verified that the materials used in this assennbly were in conformance with the requirements of rection 2 (Bolts, Nuts, Washers and Paint) and Section 3 (Bolted Parts) of the RCSC Specifications. *The bolts used in this strucMm are 314 diameter *A325 / *A490 grade high strength / tension indicator bolts with '�tdrned steel washers beneath hardened steel nuts. ` 1.u�LHirs Method of Tightening ( ) Torque Wrench W/ Washers — The Calibrated Wrench Tightening method was „sed per Section 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were. tightened in the Skidmore Wilhelm tension - indicating device using a calibrated dial -indicator torque wrench. (3) foot pound readings on the wrench were recnMed for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. (Impact Gun W/ Washers — The Calibrated Wrench Tightening method was used per action 8(d)(2) of the RCSC Specifications. A representative sample of 3 hobs fwn each • diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelmtension- irx1icatinR device using an imract wrench. We recorded the amount of time (ui seconds) that it took to achieve the required tension for each bolt size. 3 time rau%gs,weie ne&ed fpr eac(t bolt size in order to establish an average job test time to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. 90 397d NIV1839WVHO 7Wt C669EL9069 6Z :1.Z 866Z/6Z/80 • ( ) Turn of the Nut ----- No washers were used in this assembly, an the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure wcrc tiglamod in die Skidmore Wilhelm tcnsion- indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past=ug-tight per Table S will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. { } Torque Indicator Bolts W/ Washers ---- The Direct Tension Indicator Tightening method was used per Section 8(d)(4) of the RCSC Specifications. A mpmseutative swuple of 3 bolts from each diameter, length,,and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear wrench. 3 foot-pound readings were taken for each bolt size in order to verify that the Direct Tension Indicator Bolt .were achieving a tension not less than five percent in excess of the minimum tension required (per Table 4) before yielding as specified in Section 8(d)(4) of the RCSC Specifications. The specifications of the tension indicator bolts . and the shear wrench an attached. • *Each bolt assembly was installed and tightened to a snug tight condition by the"contractor prior fo tightening, *There were a total of 2,.2.w bolts iii the structure, were tightened using the above mentioned procedure.y *Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. *Problems,) Discrepancies *Departed the job at Aa hrs. Inapaaur ICBON 90 39hd hdI7,'1N3F14VHO IaVA E669EL9065Z:LZ 866I!6Z/80 W APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Dailv BOLTING INSPECTION Report DATE: �� PROJECT CLIENT: V Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec ?14 7.vaj D 3 DESCRIPTION OF WORK *Arrived at job at 207,'0 hrs. • *To perform special inspection of high strength bolting at t e . *Before tightening the bolts we verified .that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. *The bolts used in this stru=re are 3/4 diameter *A325 / *A490 grade high strength / tension indicator boltswith ardened steel washers beneath hardened steel nuts. Was(n4v j Method of Tightening { ) Torque Wrench W/ Washers — The Calibrated Wrench Tightening method- was used per Section 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using a calibrated dial -indicator torque wrench. (3) foot pound readings on the wrench were recorded for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. { Impact Gun W/ Washers -- The Calibrated Wrench Tightening method was used perSection 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts from each • diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using an impact wrench. We recorded the amount of time (in seconds) that it took to achieve the required tension for each bolt size. 3 time readings;were recorded foreach bolt size in order to establish an average job test time to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. , • • { ) Turn of the Nut ----- No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. ( ) Torque Indicator Bolts W/ Washers --- The Direct Tension Indicator Tightening method was used per Section 8(d)(4) of the RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear wrench. 3 foot-pound readings were taken for each bolt size in order to verify that the Direct Tension Indicator Bolts were achieving a tension not less than five percent in excess of the minimum tension required (per Table 4) before yielding as specified in Section 8(d)(4) of the RCSC Specifications. The specifications of the tension indicator bolts shear wrench are attached. and the *Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior fo tightening *There were a total of 22So bolts in the structure, (, were tightened using the above mentioned procedure. ZZ -14. *Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. *Problems/ Discrepancies *Departed the job at 1JI)b hrs. •41 wim� :7 Inspector ICBO# • APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Dailv BOLTING INSPECTION Report DATE: —7 PROJECT - CLIENT: Hak Size in dieOhs) Req'd Tension Test Torque R-Ibs Turn of the Nut turn pan snu Impact Test sec J 7� 39, o cod DESCRIPTION OF WORK V VW •Arrived at job at t 3 0r- hrs. 2 tm:g its *To performspecial inspection of high strength bole theA-1664- *Before tightening the bolts we verified that the materials used in taus assembly were in catifomaance with the requirements of section 2 (Bolts, Nuts, Washers and paint) and section 3 (Bolted Parts) of the RCSC Specifications. ''lire bolts used in this strumure are ��( diamet4a�4 90 grade high strength I tension indicator. with .m itieuE hardened steelhardened steel nuts. Method of TiLphteniner { } Torque Wrench W/ Washers — The Calibrated Wrench Tightening method was used per Section 8(d)(2) of the RCSC Specifications. A representative sample of 3 bolts ficsn each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tensin- indicating device using a calibrated dial -indicator torque wrench. (3) foot pound readings on theo wrench were recorded fpr each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. Impact Gun W/ Washers — The Calibrated Wrench TWOnigg method was used p6r Section 8(dx2) of the RCSC Specifications. Arepresentative sample of 3 bobs from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension - indicating device using an impact wrench. We recorded the amount of time (in seconds) that it took to achieve the requited tension for each bolt size. 3 time readings were recorded for each bolt size in order to establish an average job test time to provide a tension -not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. TT 39Vd NIVIN39WVHD 18VA 6669CL90ES 80:8T 866T/LZ/80 ( ) Turn of the Nut -- No washers were used in this ns=nbly, so the Tum -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from cacti tliamctcr, length, and grade used in this structure were tightened in the Skidmore Wilhelm t¢m8ron- indicating device. This was done to verify the estimated snug tight condition and to ensure that the controlling turns past snrg4*t per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. ( ) Torque Indicator Bolts W/ Washers The Direct Tension Indicator Tightening method was used per'Section 8(dx4) urtlus RCSC Specifications. A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a shear wrench. 3 fad -pound rtadinsw wire taken for each bolt size in order to verify that the Direct Temgien Indicator Rolts were achieving a tension not less than five percent in excess of the minimurn tension required (per Table 4) before yielding as specified in Section 8(d)(4) of the RCSC Specifications. The specifications of the tension indicator bolts wW the shear wrench are attached. • *Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior io tightening. There were a total of �b bolts in the structure, go were tightened using the above mentioned procedure. *Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the RISC Manual for Steel Construction. eProblemq/ Discrepancies '7/s A-taS bo bra Itis t 3 @ 'A SJ eDepartod the job at / 76a tin. Zt 39dd NIVIZ138WGHO RICA 6669EL9069 80:82 866Z/LZ/80 I k 'j; Al In 0 -r • 1 2 Jt 7WICKNES S m{ Boor 7-AP<EN Sr AI A177,V6 Ca»77?�ro2 ---- 3 4 W.P. a lar -11 311 5 • J , r COIR. all a a/1 a°i0ot A mm D �°°"wi c ,w '�► Nxe,_ wt• PAOf f1P a• a• I �•MNlO • ate. .-.I L Il . 'IsSO `' i ro a i; i ♦ sgL . �rs!!� s� � 0 N - --- -may s --- -�-� lu ;R- T � • L 3on� d I z -A i s -.f Zf9:-A ,i/► z -.f Ws t -a 1-.L , .9 -Al .f -.f1 �. .f••11 .L-.1 U1/1Ji as N 01 Ahl • COLUMN LINE 1 V-2 Mr- ._ . (Typic Lo t S._0. • SPK I 1 s -s SP. . EA. � � SPLICE � 1/2•P y� � � 1 12 1 I RiHwSOtNNS� EL • 1 N S EL • ow 1 � T tQ1�011 r � • 1 Ira CUP L CON10ECi1011 2-MU1/r. •�-g�•� E; S d _ ti' _ —' `r . j"..._� w Mn a .� S �-- w/6005 ON 4 1/2' OSE . • wldu�0 ENO WALL ststM KE MIS A -A ON OPAWM4C 1 10-4011 SW. I t 1n -0 s TRAY 3S PPMM MEMBERS G p U t..+ W& i LOCATC a COL. UNE 1 ONLY SEE MAIL 2 ON M 1.3,10-4014 a •-3- •� Cltbt15.3 V �• 1 h — wffom - 1 - BASE 1.O �1 1TUC 13'-1 ' 1 10-2 4 1•-3 - 3/40 1 - 1 r.4 1/4' COL. LINE 6 •, . 13-10-401 G , 1 E.) • vimCOLS.) FRAMING ELEVATIONS LOOKING -vUr COLUMN LINE 1 4 LOS Lf.X, 11:1 A ol 4j -1 a Q� _C12 - --. w NO w --� - B - - C '�� -1L _ AN g • -4• - Y-. 1 . �F W„e,GYE 13-10.•40,. t f-RA•MINQ ELEVATION ' COLUMN LINE D 1 s• • t• -o• ( Nolan) 24'-W 24'-0• 24'-w t' 0 Sn0 I I I_ pow (�; I w12CN4t At trt2 jp a 4 � w �r _ • Irt t ro1F10x22IOnt 10x1 Irl 67,0 _ to2.30 ..0000004 ♦ Sys• �� ' ,( ¢S (:1111 t2-10�0e1) 13- 4011 - 9 -�- C Yr 1/.• `s '�'1011 tON "� a°�o-•ot.-I x'-41/ ' , • 115E CI005.3 IN CM HUMS Nor SmWM t FRAMING ELEVATIONmIE ro� «tom Sm on. wo s►.�o+rtu S�LUMN LINE A oeu�s Su oRw.�cs 13 -to -1:1,. t 0• . i' -o• 13-10-1212 AIO tJ-10-1211 (I�KING sou" 2 13-10-4013nIImM"I01t3m1p-4010M` i5 13-10-401 l® ,.. , 3-1 =30"901 m3- mmmmmmmm ■■.■ 7I®� C�7■DD��II■����� .... 4'=!"kmmmmmmm.. r•�PT'. AR7m mmmmm=== � STRUCTURAL COMPRESSOR BUILDING FRAMING ELEVATIONS WILD GOOSESTORAGE INC. 1/8.01•-� WILD GOOSE GAS STORAGE -PROJI Mo. . .—_:-- a.1 .' I _ 1 A I H 4