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Securelock-LR040907` GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW e ® 2400 Gravel Dr., Building 25 Fort Worth, Texas 76118 -6935 Voice: (817) 284 -9363 Faz:(817) 284 -9430 Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital Project: Secur -Lock Self Storage (1) Prime Construction Company Coppell, Texas (1) City of Coppell ( )City of Coppell (1) AECC Inc. TMI Report No.: FCO3- 63414 -049 Report Date: 09/07/2004 Specifications 66059 Test Data Strength 3500 psi @ 28 Days � Placement Date 08/09/2004 Slump 3 in min 5 in max Sampled By Ambient Temperature: 80° F Air Content 3 % min 6 % max Weather Cloudy Concrete Temperature n/a Supplier /Mix So. Star /9339 Ambient Temperature n/a Air Content Method ASTM C -231 -B Field Data'Set #1 Ticket Number: 66059 Time Batched: 2:06 Time Sampled: 2:30 Slump: 4.5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 89 F Ambient Temperature: 80° F Yardage (c.y.): 50 Placement Location: Paving 1 SLCO8090402 Sample Location: 20'S. & 10'E. From The N.E. Corner of Building C 28.27 Coil Compres's ori'Test Results Set # Cylinder y # Test Date Age (days) Max Load (lbs. force) Area (sq.in.) Strength Fracture (psi) Type 1 SLCO8090401 08/16/2004 7 83974 28.27 2970 1 SLCO8090402 08/23/2004 14 103837 28.27 3670 1 SLCO8090403 09/06/2004 28 111259 28.27 3930 1 SLC08090404 09/06/2004 28 115642 28.27 4090 28 day average 4010 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TMI was on site as requested to verify the placement of reinforcing steel for the paving of firelanes between building B - H. Reinforcing steel was verified for conformance with ASTM A 605 for grade, size and quality. Configuration, minimum clearance and spacing were per the approved construction documents with no discrepancies noted. The following renresentativeriere notified. Tim /PCC Terra - Mar /U.S. Labs Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific Hems tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page t of "ES GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Dr., Building 25 Fort Worth, Texas 76118 -6935 Voice: (817) 264 -9363 Fax:(817) 284 -9430 Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital (1) Prime Construction Company Project: Secur -Lock Self Storage Coppell, Texas (1) City of Coppell (1) City of Coppell (1) AECC Inc. TMI Report No.: FCO3- 63414 -049 Report Date: 09/07/2004 specifications Cylinder # Test D ata _ _ Strength 3500 psi @ 28 Days Placement Date 08/09/2004 Slump 3 in min 5 in max Sampled By 7 Air Content 3 % min 6 % max Weather Cloudy Concrete Temperature n/a Supplier /Mix So. Star /9339 Amb i e nt Te n/a Air Content Method ASTM C -231 -B Field Data Set #02' Ticket Number: 660676 Time Batched: 3:51 Time Sampled: 4:45 Slump: 5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 90° F Ambient Temperature: 76° F Yardage (c.y.): 200 Placement Location: Paving Sample Location: 10' N. & 15'E. from The N.W. Corner of Building D 'Conerete Compression Test Results Set # Cylinder # Test Date Age (days) Max Load (lbs. force) Area (sq.in.) Strength Fracture (psi, Type 02 SLCO8090405 08/16/2004 7 88272 28.27 3120 02 SLC08090406 08/23/2004 14 86830 28.27 3070 02 SLC08090407 09/06/2004 28 101844 28.27 3600 02 SLC08090408 09/06/2004 28 104384 28.27 3690 28 day average 3650 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TMI was on site as requested to verify the placement of reinforcing steel for the paving of firelanes between building B - H. Reinforcing steel was verified for conformance with ASTM A 605 for grade, size and quality. Configuration, minimum clearance and spacing were per the approved construction documents with no discrepancies noted. The following representatives were notified, Tim /PCC fat Terra - Mar /U.S. Labs Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific Items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. Page 2 of 4 01 4 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Dr., Building 25 Fort Worth, Texas 76118 -6935 Voice: (817) 284 -9363 Fax:(817) 284 -9430 IV Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital (1) Prime Construction Company Project: Secur -Lock Self Storage Coppell, Texas (1) City of Coppell (1) City of Coppell (1) AECC Inc. TMI Report No.: FCO3 -63414 -049 Report Date: 09/07/2004 Data Strength 3500 psi @ 28 Days Placement Date 08/09/2004 Slump 3 in min 5 in max Sampled By 90° F Ambient Temperature: 73° F Air Content 3 % min 6 % max Weather Cloudy Concrete Temperature n/a Supplier /Mix So. Star /9339 Ambient Temperature n/a Air Content Method ASTM C -231 -B Field Date Sit #03 Ticket Number: 660687 Time Batched: 5:00 Time Sampled: 6:20 Slump: 5 in Air Content: 5.0% Unit Weight: n/a Concrete Temperature: 90° F Ambient Temperature: 73° F Yardage (c.y.): 330 Placement Location: Paving SLCO8090410 Sample Location: 25'N. & 5'W. From S.W. Corner of Building F 94535 " Concrete Cornpression Test Results Set # Cylinder # Test Date Age (days) Max Load (lbs. force) 03 SLCO8090409 08/1612004 7 95935 03 SLCO8090410 08123/2004 14 94535 03 SLCO8090411 09106/2004 28 118554 03 SLCO8090412 09/06/2004 28 117310 Area Strenggth Fracture (sq.in.) (psl, Type 28.27 3390 28.27 3340 28.27 4190 28.27 4150 28 day average 4170 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TMI was on site as requested to verify the placement of reinforcing steel for the paving of firelanes between building B - H. Reinforcing steel was verified for conformance with ASTM A 605 for grade, size and quality. Configuration, minimum clearance and spacing were per the approved construction documents with no discrepancies noted. The following representatives were notified, Tim /PCC Terra - Mar /U.S. Labs Kevin T. Weiss Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. Page 3 of 01 `* GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW P ® 2400 Gravel Dr., Building 25 Fort Worth, Texas 76118 -6935 Voice: (817) 284 -9363 Fax:(817) 284 -9430 Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital Project: Secur -Lock Self Storage (1) Prime Construction Company Coppell, Texas (1) City of Coppell (1) City of Coppell (1) AECC Inc. TMI Report No.: FCO3- 63414 -049 Report Date: 09/07/2004 _ _ Specifications _ _ _ Te st Data Strength 3500 psi @ 28 Days Placement Date 08/09/2004 Slump 3 in min 5 in max Sampled By Ambient Temperature: 73° F Air Content 3 % min 6 % max Weather Cloudy Concrete Temperature n/a Supplier /Mix So. Star /9339 Ambient Temperature n/a Air Content Method ASTM C -231 -B 'Field Data Set #4 Ticket Number: 705236 Time Batched: 8:12 Time Sampled: 8:50 Slump: 5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 90° F Ambient Temperature: 73° F Yardage (c.y.): 490 Placement Location: Paving 4 SLCO8090414 Sample Location: 20'N. & 10'E. From The N.W. Corner of Building H 28.27 Concrete Compresslon Test Results` Set # Cylinder # Test Date Age (days) Max Load (lbs. force) Area (sq.in.) Strength Fracture (ps" Type 4 SLCO8090413 08/16/2004 7 75365 28.27 2660 4 SLCO8090414 08/23/2004 14 85940 28.27 3040 4 SLCO8090415 09/0612004 28 105247 28.27 3720 4 SLCO8090416 09/06/2004 28 102254 28.27 3620 28 day average 3670 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172. C1064, and C617 or C1231. TMI was on site as requested to verify the placement of reinforcing steel for the paving of firelanes between building B - H. Reinforcing steel was verified for conformance with ASTM A 605 for grade, size and quality. Configuration, minimum clearance and spacing were per the approved construction documents with no discrepancies noted. The following representatives were notified, Tim /PCC Terra - Mar /U.S. Labs Kevin T. Wells Construction Division Manager The results presented In this report pertain only to the specific Items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page 4 of 4 TERRA4NAR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284 -9363 fax: (817) 284 -9430 B =— Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital Project: Secur -Lock Self Storage (1) Prime Construction Company Coppell, Texas (1) City of Coppell (1) City of Coppell (1) AECC Inc. TMI Report No.: FCO3- 63414 -049 Report Date: 09/07/2004 Strength 3500 psi @ 28 Days Slump 3 in min 5 in max Air Content 3 % min 6 % max Concrete Temperature n/a Ambient Temperature n/a Placement Date 08/09/2004 Sampled By Keith Bowen Weather Cloudy Supplier /Mix So. Star /9339 Air Content Method ASTM C -231 -B Fie Id DatarSet #1 ..: 4r r a BE , Ticket Number: 66059 Time Batched: 2:06 Time Sampled: 2.30 Slump: 4.5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 89° F Ambient Temperature: 80° F Yardage (c.y.): 50 Placement Location: Paving (lbs. force) Sample Location: 20' S. & 10' E. From The N.E. Corner of Building C Concrete Compression TesURes[tlfs` Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or 1% io it II TERRA -MAR, INC. V Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page I of Cylinder Age Max Load Area Stradgth Fracture Set# # Test Date ( days) (lbs. force) (sq.in.) (psi) Type 1 SLC08090401 08/16/2004 7 83974 28.27 2970 1 SLC08O90402 08/23/2004 14 103837 28.27 3670 1 SLCO8090403 09/06/2004 28 111259 28.27 3930 1 SLC08090404 09/06/2004 28 115642 28.27 4090 28 day average 4010 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or 1% io it II TERRA -MAR, INC. V Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page I of TERRA4YM GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284 -9363 fax:(817) 284 -9430 _ F= Concrete Compression Test Report Client: Prime Construction Company Project: Secur -Lock Self Storage Coppell, Texas TMI Report No. Report Date: FCO3- 63414 -049 09/07/2004 Report Distribution: (1) Houghton Capital (1) Prime Construction Company (1) City of Coppell (1) City of Coppell (1) AECC Inc. Strength Slump Air Content Concrete Temperature Ambient Temperature 3500 psi @ 28 Days 3 in min 5 in max 3 %min 6°/ max n/a n/a Placement Date Sampled By Weather Supplier /Mix Air Content Method 08/09/2004 Keith Bowen Cloudy So. Star /9339 ASTM C -231 -B Placement Location: Paving Sample Location: 10' N. & 15' E. from The N.W. Corner of Building D 6K Concretei19 �� bh5prgssSion TeWRtrlts : ,I'.Ry� v.;,.. t.. ..4 OINt Cylinder (sq.in.) Age a Field Data ouqy Test Date (days) (Ibs. force) 02 08/16/2004 7 88272 02 SLC08090406 08/23/2004 14 86830 02 SLC08090407 09/06/2004 28 101844 02 SLC08090408 09/06/2004 Ticket Number: 660676 Time Batched: 3:51 Time Sampled: 4:45 Slump: 5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 90° F Ambient Temperature: 76° F Yardage (c.y.): 200 Placement Location: Paving Sample Location: 10' N. & 15' E. from The N.W. Corner of Building D 6K Concretei19 �� bh5prgssSion TeWRtrlts : ,I'.Ry� v.;,.. t.. ..4 OINt Area Cylinder (sq.in.) Age Max Load Set # # Test Date (days) (Ibs. force) 02 SLC08090405 08/16/2004 7 88272 02 SLC08090406 08/23/2004 14 86830 02 SLC08090407 09/06/2004 28 101844 02 SLC08090408 09/06/2004 28 104384 Area Strength Fracture (sq.in.) (ps,) Type 28.27 3120 28.27 3070 28.27 3600 28.27 3690 28 day average 3650 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TERRA -MAR, INC. Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page 2 of 4 TERRAaNAR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284 -9363 (ax. :(817) 284 -9430 _ 2> Concrete Compression Test Report Client: Prime Construction Company Report Distribution: (1) Houghton Capital Project: Secur -Lock Self Storage (1) Prime Construction Company Coppell, Texas (1) City of Coppell (1) City of Coppell (1) AECC Inc. TMI Report No.: FCO3- 63414 -049 Report Date: 09/07/2004 Strength 3500 psi @ 28 Days Placement Date 08/09/2004 Slump 3 in min 5 in max Sampled By Keith Bowen Air Content 3 % min 6 % max Weather Cloudy Concrete Temperature n/a Supplier /Mix So. Star /9339 Ambient Temperature n/a Air Content Method ASTM C -231 -B Field Data Set #03 Ticket Number: 660687 Time Batched: 5:00 Time Sampled: 6:20 Slump: 5 in Air Content: 5.0% Unit Weight: ri Concrete Temperature: 90 F Ambient Temperature: 73° F Yardage (c.y.): 330 Placement Location: Paving Sample Location: 25'N. & 5'W. From S.W. Corner of Building F Concrete Compression Test Results Max Load Cylinder Strenggth Fracture Age Set# # Test Date (days) 03 SLC08O90409 08/16/2004 7 03 SLC08O90410 08/23/2004 14 03 SLC08090411 09/06/2004 28 03 SLC08090412 09/06/2004 28 Max Load Area Strenggth Fracture (lbs. force) (sq.in.) (psl' Type 95935 28.27 3390 94535 28.27 3340 118554 28.27 4190 117310 28.27 4150 28 day average 4170 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. TERRA -MAR, INC. Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page 3 of 4 TERRilli GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW 2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284 -9363 fax. :(817) 284 -9430 Concrete Compression Test Report Client: Prime Construction Company Project: Secur -Lock Self Storage Coppell, Texas TMI Report No. Report Date: FCO3- 63414 -049 09/07/2004 Report Distribution: (1) Houghton Capital (1) Prime Construction Company (1) City of Coppell (1) City of Coppell (1) AECC Inc. Strength Slump Air Content Concrete Temperature 3500 psi @ 28 Days 3 in min 5 in max Placement Date 08/09/2004 Sampled By Keith Bowen Weather Cloudy Supplier /Mix So. Star /9339 Air Content Method ASTM C -231 -B 3 % min 6 % max n/a Ambient Temperature n/a ? _ Field Data'Set #4 Ticket Number: 705236 Time Batched: 8:12 Time Sampled: 8:50 Slump: 5 in Air Content: 4.5% Unit Weight: n/a Concrete Temperature: 90 F Ambient Temperature: 73° F Yardage (c.y.): 490 Placement Location: Paving SLC08090413 Sample Location: 20'N. & 10' E. From The N.W. Corner of Building H Concrete` aIn ressibn.Test Results r Area Cylinder (sq.in.) Age Max Load Set # # Test Date (days) (lbs. force) 4 SLC08090413 08/16/2004 7 75365 4 SLC08090414 08/23/2004 14 85940 4 SLC08090415 09/06/2004 28 105247 4 SLC08090416 09/06/2004 28 102254 Area Strength Fracture (sq.in.) (psi) Type 28.27 2660 28.27 3040 28.27 3720 28.27 3620 28 day average 3670 Normal cylinder size: 6" x 12" Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39. C138, C143, C172, C1064, and C617 or C1231. d� TERRA -MAR, INC. Kevin T. Wells Construction Division Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 01 Page 4 of 4