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ST0701-LR091006CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Num her: 94091 194.0002 Service Date: 09/28/09 8901 Carpenter Frwy. Report Date: 10/06/09 Dallas, TX 75247 214- 630 -1010 Rep- No:F -3272 Client Project PacTrusl Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 09/28/09 Sample Time: 1429 Sampled By: Mario A.Garcia Mix ID: 1701 Weather Conditions: Clear, strong breeze Supplier: Lattimore Accumulative Yards: 3.5 Batch Size (cy): 3.5 Batch Time: 1 326 Plant: 3 Placement Method: Direct Discharge Truck No.: 9106 Ticket No.: 3269639 Water Added Before (gal):0 Field Test Data Water Added After (gal): 0 Sample Location: Sta. 1 +06 Test Result Specification Placement Location: Manhole junction box topping@ Slump (in): 3 eastbound Line A Air Content 4.1 Concrete Temp. (F): 84 Ambient Temp. (F): 82 Plastic Unit Wt. (pcf): 147.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 09/29/09 10/05/09 7 94,380 3,340 4 1 2 6.00 28.27 09/29/09 10/12/09 14 1 3 6.00 28.27 09/29/09 10/26/09 28 1 I 6.00 28.27 09/29/09 10/26/09 28 Comments: Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive re► samples. Terracon Rep.: Mario A.Garcia Started: 1300 Reported To: Finished: 1600 Contractor: Lacy Construction Report Distribution: (1) PacTinsl I'ncilic Itrd(r Associales I-P (1) City arCoppcll TX Reviewed By: 0) 01y orCoppell 1\ (2) thltrAssm Ine Eri J. Cleveland, P.E. (1) Lacy Consn,iclioll Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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. ( ltannl. It" Page 1 ol' I FIELD DENSITY TEST REPORT Verracon Report Number: 94091 194.0004 Service Date: 10/01/09 8901 Carpenter Frwy. Report Datc: 10/06/09 Dallas, TX 75247 214- 630 -1010 Rep-No: F -3272 Client Project PacTrust Pacific Realty Associates LP Attn: Matthew Uycar 15350 S01_1111%VeSt Sequoia Pkwy Ste 300 Portland, OR 97224 Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Datum: bfg = helow final grade Gauge ID: 1960 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 compactnn and material mnictnre. condition. Terracon Rep.: Barry Cubic Started: 1300 Reported To: Oscar w /Lacy Construction Finished: 1430 Contractor: Lacy Construction Report Distribution: (I) PaCTI Iis] Pacilis Real IN Assoewles 1,1' (1) City of Coppell TX Reviewed By: (1) City I'Cuppcll I N (2) Halff Assoc Inc (1) Lacy C'nnstmel un 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. 1 1011107 l.;., ".11. 2 Page I of I Senior Protect Manager 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 ( %) (pef) ('%) ( %,) 1 94091 193.001 1 Dark brown and brown clay, with ASTM D698 18.9 107.7 0/ +4 95 sand 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) (pef) ( %) (pcf) ( %) Sanitary Sewer, Line B, East I Sia. 0-150 2' bfg 1 6 124.2 22.0 21.5 102.2 95 2 Sla. 4 1-08 4' bfg 1 6 126.4 22.5 21.7 103.9 96 3 Sta. 7+00 5' bfg 1 6 128.2 20.4 18.9 107.8 100 Datum: bfg = helow final grade Gauge ID: 1960 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 compactnn and material mnictnre. condition. Terracon Rep.: Barry Cubic Started: 1300 Reported To: Oscar w /Lacy Construction Finished: 1430 Contractor: Lacy Construction Report Distribution: (I) PaCTI Iis] Pacilis Real IN Assoewles 1,1' (1) City of Coppell TX Reviewed By: (1) City I'Cuppcll I N (2) Halff Assoc Inc (1) Lacy C'nnstmel un 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. 1 1011107 l.;., ".11. 2 Page I of I Senior Protect Manager FIELD DENSITY TEST REPORT Report Number: 94091 193.0008 Service Date: 09 /24/09 Report Date: 10/06/09 Irerracon 8901 Carpenter Frwy. Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project City of Coppell TX Southwestern Boulevard Attn: Keith Marvin 115.5 Coppell Road to Grapevine Creek PO Box 9478 90.1 Coppell, TX Coppell, TX 7 50 19 6 116.4 24.8 27.1 Project Number: 94091193 Material Information 9 Sta. 0 -1 -64 at S side 4' bfg 1 Lab Test Data Project Requirements 113.2 23.1 Optimum Max. Lab 90.1 95 Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Rei'. No. Classification and Description Test Method ( %) (pef) ( %) ( %) 1 94091 193.0002 Dark brown clay, with sand ASTM D698 24.2 94.6 0/ +4 95 2 94091 19 3.0009 Dark brown clay, with sand & ASTM D698 19.9 105.1 0/ +4 95 95 gravel 6 Field Test Data Test No. Test Location Probe Wet Water Water Dry Unit Percent Lift / Mat. Depth Density Content Content Weight Compaction Elev. No. (in) (pef) (PC ( %) (pct) ('ya) 36" Storm Line, Line A, West Side at Manhole 7 Sta. 0 +64 at E side G bfg 1 6 115.5 25.4 28.2 90.1 95 8 Sta. 0 -1-64 at N side 5' bfg 1 6 116.4 24.8 27.1 91.6 97 9 Sta. 0 -1 -64 at S side 4' bfg 1 6 113.2 23.1 25.6 90.1 95 Water Line, Line A, West Side 10 Slit. 10 +00 15 bfg 2 6 123.3 23.8 23.9 99.5 95 11 Sta. 6-1-45 1' bfg 2 6 124.9 23.4 23.1 101.5 97 12 Sta. 3 +50 2.5' bfg 1 6 115.8 25.5 28.2 90.3 95 13 Sta. 0 +75 2' bfg 1 6 115.2 24.5 27.0 90.7 96 Storm Line, Line A, West Side 14 Slit. 3 +50 1' bfg 1 6 116.6 24.3 26.3 92.3 98 15 Sta. 5 - 1 -00 2' bfg 1 6 119.2 26.2 28.2 93.0 98 16 Sta. 9 +00 1.5' bfg 1 6 115.7 25.1 27.7 90.6 96 36" Storm Line, Line A, West Side at Manhole 17 Sta. 0 +50 4' bfg 1 6 115.6 24.8 27.3 90.8 96 Datum: bf = below final grade Gauge ID: 1960 Comments: 'rest results on this report meet project requirements as noted above. 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. (RIIM7, - 1- 30 -10. Rn 2 Page I of 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 94091193.0009 1rerracon Service Date: 09 /24/09 8901 Carpenter Frwy. Report Date: 10/06/09 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client Project City of CoPpell 'l'X Southwestern Boulevard Attn: Keith Marvin Coppell Road to Grapevine Creek PO Box 9478 Coppell, TX Coppell, TX 75019 Project Number 94091193 Material Information Source of N /laterial: Water line excavation Proposed I Ise: ConnlTlon fill Laboratory Test Data Test Procedure: ASTM D698 Test Method: Method A Sample Preparation: Wet Rainier Type: Mechanical Maximum Dry Unit Weight (pct): 105.1 Optimum Water Content (' %,): 19.9 Sample Information Sample Date: 09/24/09 Sampled By: Barry Cuble Sample Location: Water Line A, Sta. 6 +50 Sample Description: Dark brown clay, with sand & gravel Result Specifications Liquid Limit: 56 Plastic Limit: 19 Plasticity Index: 37 Passing #200 ( %): 63.2 USCS: CH Zero Air Voids Curve for Assumed Specific Gravity 2.65 v Q t 01 D 107 106 105 104 103 102 101 100 99 98 97 15 16 17 16 19 20 21 22 23 24 25 26 Water Content ( %) Comments: Services: MOIStnre- Density Relations Terracon Rep: Barry Cuble Reported To: Contractor: Lacy Constriction Report Distribution: (1) Oily ul'('oppell'I'X (1)Ot of(tq,l,cll I (1) Lacy ('u isimulion (1) City of Coppell Tx (2) flalff Assoc Inc (I ) PacTrust Pacific Realty Associates LP Test Methods: ASTM D698, ASTM D1140, ASTM D4318 Reviewed By: Eric J. Cleveland, P.E. Senior Pn ject Manager 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. FIELD DENSITY TEST REPORT Report Number: 94091 193.0010 [Orracon Service Date: 09 /25/09 8901 Carpenter Frwy. Report Date: 10/06/09 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 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Rd. No. Classification and Description Test Method ('yo) (pef) ('y„) ('y„) I 94091 193.0002 Dark brown clay, with sand ASTM D698 24.2 94.6 0/ +4 95 2 94091 193.001 1 Dark brown and brown clay, with ASTM D698 18.9 107.7 0/ +4 95 sand Field Test Data Test No. Test Location Probe Wet Water Water Dry Unit Percent Lift / Mat. Depth Density Content Content Weight Compaction Elev. No. (in) (pet) (pef) ( %) (Pet) ( %.) 36" Storm Line, Line A, West Side 18 Sta. 0 -1 -50 3' bfg 1 6 113.7 22.6 24.8 91.1 96 19 Sla. 0 1 -60 2' bfg 1 6 118.9 23.5 24.6 95.4 101 20 Sta. 0 +70 1' bfg 2 6 128.0 23.7 22.7 104.3 97 Datum: bfg = below final grade Gauge ID: 1960 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 compactbn and material moisture condition. Terracon Rep.: Barry Cuble Started: 1000 Reported To: Oscar - Lacy Construction Finished: 1130 Contractor: Lacy Construction Report Distribution: (I) City nl'C'oppell IN ())City of Coppell TX Reviewed By: (1) Cily of C'oppcll IN (2) I Assoc Iuc Eric J. Cleveland, P.E. ( I ) Lacy ( 'unsinicuon (1) PacTrust Pncific Rcally Associates LP 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. ULUUn7 .r30-oO It„, , Page I Of I LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 94091 193.0011 Service Date: 09/25/09 Report Date: 10/06/09 Ifierracon 8901 Carpenter Frwy. Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client City of Coppell TX Attn: Keith Marvin PO Box 9475 Coppell. TX 75019 Project Southwestern Boulevard Coppell Road to Grapevine Creek Coppell, TX Project Number 94091193 Material Information Source of Material• Storwn sewer excavation Proposed Use: Common fill Laboratory Test Data Test I)rocedure: ASTM D698 Test Nlelhod: Method A Sample Preparation: Wet Rammer Type: Mechanical Maximum Dry Unit Weight (pct): 107.7 Optimum Water Content 18.9 Sample Information Sample Date: 09/25/09 Sampled By: Barry Cuble Sample Location: Storm line A, Sta. 0 +70 Sample Description: Dark brown and brown clay, with sand Result Specifications Liquid Lin 51 Plastic Limit: 22 Plasticity Index: 29 Passing #200 ( %): 68.1 USCS: CH Zero Air Voids Curve for Assumed Specific Gravity 2.65 U a .0 P 'c 7 1 10 109 108 106 i 0a 103 1 00 C� ' - - - J -- -. 9 98 95 92 - - -- -.r.-. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Water Content ( %) Comments: Services: Moisture- Density Relations Terracon Rep: Barry Cuble Reported To: Contractor: Lacy Construction Repot Distribution: (1) Cily or Coppell IN ( I ) CilY of Coppell I X (1) Lacy t'onsumcnon (1) City of Coppel I TX (2) FlalfrAssoc Inc (1) PacTrust Pacific Realty Associates LP Test Methods: ASTM D698, ASTM D1140, ASTM D4318 Reviewed By: 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.