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ST0701-LR100408REINFORCING STEEL OBSERVATIONS REPORT (s Report Number: 94091193.0125 erra Service Date: 04/06/10 8901 Carpenter Frwy. Report Date: 04/08/10 Dallas, TX 75247 214- 630 -1010 Reg No: F-3272 Client Project City of Coppell TX Southwestern Boulevard Attn: Keith Marvin Coppell Road to Grapevine Creek PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number: 94091193 Drawings Utilized: Structural Sheets SCLI Locations /Items Observed: Columns C and D on Bent #2 Test Method: Visual Observation : L e i :4 9 • •: �. ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X (1) Lacy Construction Bar Length and Shape X LP Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Reber Clean X Dowel Bars In Place Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices Number of Bars X Proper Cover /Clearance X Discrepancies /Comments: No discrepancies were noted at the time of this observation. Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Koda W. Shadix Reported To: Terry, Ashler Contractor: Lacy Construction Report Distribution: (1) City of Coppell TX (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc Reviewed By: (1) Lacy Construction (1) PacTrust Pacific Realty Associates LP The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 sa Senior Project Manager M I 0 O m ik Cam — d Li u ;1 , - II v N ® C LL ift ® ° v r o W � � o 161 g E _ 3 D — 0 o - — �� O r .,,, 07 N cal N G1 O - c ,—, 01 O O \ 4 G1 O ti ,-4 Z U 0 N U o m °' O. v co 0 a) w d F m O L �' E E O Q Q O N o N N C' 0 O 0 o c() n. Q Z Z O O O a >, N Q) r- O a) CO E E m M o o r: co ° a a M O Z Z L6 OQ ° p T M 1.6 O 6 co ,_ CO N c0 < E ao m 0 O r O 7 0 y O C d d * M Z Z c D (0 O O . 0 T M ( H m r `i o m < Q o O O O E c4 N O O tU EO_ U * co z z 6 in O O co. 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Cr a C 0 0 0 E . c E E w a F }- 0 a 0 0 a 0 0 CI z C -, i= i= fl G04 :73 i *1 7 63 kk §2 Emmis #() ) /i{ c / pots o , N / % .\ t .. / 0 a c ,, - ) ) ( . ) a & • 0 ± \ / . 3 H 0 ± . < < M @ c © c f < < ® m U / © 2 z / \ ® \ 4 / \ z z ® \ \ \ 66 © E E. g 2/ 3 © E < < r a ° ) \ 3 << z 2 / \ / % ° \ 2 2 ® \ r \ (/) 9 \ ® / / 7 W_ _ (5 . / 0 _ 0 g 4 o -I • p4 m = ' k k -0 — a _ \ 2 q % j § -_ k S 1 E e ; \ k \ \ § 2 0 § - 0 E ` 7 . � \ \ F..3 m 0 O U c / § / I \ \ — § k ^ \ ,N,_ 0 k § O \ ; % -10 j \ / \ \ \ / \ \ o f / z E § 2 § % I § _ ; § / 3 @ E 0 . ® / @ ' U \ k o E a e 2 7 ] k c @ - O y 2 a %% a 0 £ 5 5 3 e c] -0 a k § o % 0. _ = E = «° a c a E.E c E E I . 1-/ o/ o)< 0 0ƒ co co z) j j- 1- . - FIELD DENSITY TEST REPORT Report Number: 94091194.0061 rt ., �� f� Service Date: 04/05/10 8901 Carpenter Frwy. Report Date: 04/08/10 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Ref. No. Classification and Description Test Method ( %) (pcf) ( %) (%) 1 94091 193.0001 Light brown and gray sandy clay ASTM D698 18.1 106.4 0/ +4 95 Field Test Data Probe Wet Water Water Dry Unit Percent Test Lift / Mat. Depth Density Content Content Weight Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pct) ( %) 8" Sanitary Sewer, Southwestern Blvd. 59 Sta. 3 +90 10' BFG 1 6 124.2 22.0 21.5 102.2 96 60 Sta. 3 +89 9' BFG 1 6 121.7 19.9 19.5 101.8 96 61 Sta. 3 +88 8' BFG 1 6 122.3 21.0 20.7 101.3 95 62 Sta. 3 +87 7' BFG 1 6 127.8 21.6 20.3 106.2 100 63 Sta. 3 +86 6' BFG 1 6 126.6 21.3 20.2 105.3 99 64 Sta. 3 +85 5' BFG 1 6 125.0 20.9 20.1 104.1 98 65 Sta. 3 +84 4' BFG 1 6 122.0 20.1 19.7 101.9 96 66 Sta. 3 +83 3' BFG 1 6 124.7 21.3 20.6 103.4 97 67 Sta. 3 +82 2' BFG 1 6 124.7 22.2 21.7 102.5 96 68 Sta. 3 +81 1' BFG 1 6 125.1 21.1 20.3 104.0 98 69 Sta. 3+80 Final 1 6 126.6 20.9 19.8 105.7 99 Gauge ID: 1614 Comments: Test results on this report meet project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compaction and ma 1 mois ire condition. Terracon Rep.: !Coda W. Shadix Started: 1300 Reported To: Oscar, Lacy Construction Finished: 1800 Contractor: Lacy Construction Report Distribution: (1) PacTrast Pacific Realty Associates LP (1) City of Coppell TX Reviewed By: (1) City of Copal] •rx (2) Hnlff Assoc Inc • Eric J. Cleveland, P.E. (1) Lacy Construction Senior Project Manager Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 tItooii7. •1- 1n -ou. It.' .2