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Callahan-LR030121FAROO CONSULTANTS, rNC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Copped, Texas Sample Date: 01-21-03 Project No.: M02-412 ~ CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: C3 Constructors 103906 CONCRETE SUPPLIER: Redi-Mix 45 PLANTITRUCK: 1/ 106 56 MIX ID NUMBER: 723 1:00 p.m. AIR (%) (asrM c-231) 4.8 1:45 p.m. WATER ADDED (gal): 0 Clear SLUMP (inches) tASrM c-tai) 3 a/< Paving, approach - 20' east of Denton Tap Road, 10' north of center line of approach CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH lPsl) SPECIFIED COMPRESSIVE STRENGTH (PSI) 1 A 7 1-28-03 90000 3180 3000/ 28 da 1 B 28 2-18-03 140000 4950 1 C 28 2-18-03 140000 4950 1 D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: ~~ Environmental Services ^ Geotechnica/ Engineering ^ Construction Maferia/s Testing FAR60 CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Covvell, Texas Sample Date: 01-21-03 Project No.: M02-412 CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: C3 Constructors 103921 CONCRETE SUPPLIER: Redi-Mix 40 PLANTfTRUCK: 1/ 150 51 MIX ID NUMBER: 723 3:00 p.m. AIR (%) (ASTM C-231) 4.8 4:00 p.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-143) 5 Paving, driveway - 1 00' east of Denton Tap Road and Elevator (Base of shaft) on southeast corner of building pad CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) 2A 7 1-28-03 82000 2900 3000128 da s 2B 28 2-18-03 132500 4690 2C 28 2-18-03 130000 4600 2D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: ~~//,~` Environmental Services ~ Geotechnica/ Engineering /Construction Maferia/s Testing 11440 Reeder Rd. • Dallas, TX 75229 Faxao coxavranxxa, rxo. ~~ Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates Sample Date: 01-21-03 PROJECT: Callahan Additi n Project No.: M02-412 Co ell, Texas CONCRETE INFORMATION CONTRACTOR: C3 Constructors TICKET NO.: 103906 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 45 PLANTlTRUCK: 1/ 106 CONCRETE TEMP. (°F): 56 MIX ID NUMBER: 723 TIME BATCHED: 1:00 p.m. AIR (%) (ASTM C-231) 4.8 TIME SAMPLED: 1:45 p.m. WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (inches) (asTM C-143) 3'/+ LOCATION OF PLACEMENT: Paving, approach - 20' east of Denton Tap Road, 10' north of center line of approach CONCRET CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) 1 A 7 1-28-03 90000 3180 3000! 28 da s 1 B 28 2-18-03 1 C 28 2-18-03 1 D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Cudn Technician: Jeff Clifton Distribution: Bonner Associates - Tjm Bonner City of Coppell - Ricky Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: ~//~(( Environmental Services ^ Geotechnical Engineering ^ Construction Materia/s Testing i FAROO CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (2l4) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Connell. Texas Sample Date: 01-21-03 Project No.: M02-412 CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: C3 Constructors 103921 CONCRETE SUPPLIER: Redi-Mix 40 PLANTITRUCK: 1/ 150 51 MIX ID NUMBER: 723 3:00 p.m. AIR (%) (ASTM C-231) 4.8 4:00 p.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (aSTM C-~a3) 5 Paving, driveway - 1 00' east of Denton Tap Road and Elevator (Base of shaft) on southeast corner of building pad CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) 2A 7 1-28-03 82000 2900 3000/ 28 da s 2B 28 2-18-03 2C 28 2-18-03 2D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: • /~~~ Environments/ Services ^ Geotechnica/ Engineering ^ Construction Materials Testing FAR60 CONSVLTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 REPORT OF FIELD COMPACTION Tested For: Bonner Associates Date Performed: 01-21-03 Project: Callahan Addition FCI Project No.: M02-412 Coppell, Texas Density: Per ASTM D-2922 Gauge Manuf.: Humboldt Moisture: Per ASTM D-3017 Gauge Model: HS-SOOIEZ Test Mode (DT / BS): DT Probe Depth: 8 inches r,r~remrro>. m>r IUCTTV 7?FLATT(1NC ..,<vi.~,<.~,<. Proctor ..r.......,~~ a Material Description Optimum Maximum Dry No. Moisture % Densit PCF 7 Crushed Concrete 14.0 119.0 TAT DT A!`Ti T7?CT 7?FCTTT TC 11\-1 LA t..~. 1 Dry Test Elevation Location Proctor Percent Density Percent No. No. Moisture PCF Density Lift Approach - 10' south of center line, 15' east of Denton 7 15 2 114 6 96 3 106 FG Ta Road . . .. Approach - 15' north of center line, 10' east of Denton 7 14 8 113 9 95 7 107 FG Tap Road . . . (R) AFTER TEST NUMBER INDICATES RETEST' (F) 1N Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes U I.UMYLY WIlri YKVJCI,I ttCl(V tRGrvtcrv ro Checked By: . /~~ LIMITATIONS'. The test results presented herein were prepared hazed upon the specific samples provided for testing. We azsume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other failure of simihv subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the cliern's to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc. Environmental Services / Geotechnica/ Engineering ^ Construction Materia/s Testing