Loading...
Callahan-LR030129i FAROO CONSULTANTS, 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 CoDbell, Texas Sample Date: 01-29-03 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 104248 CONCRETE SUPPLIER: Redi-Mix 59 PLANTffRUCK: 1/ 127 63 MIX ID NUMBER: 914 5:00 a.m. AIR (%) (ASTM C-1T3) - 5:25 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-1431 5'/2 Building slab - 20' north by 35' east from southwest corner of slab 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 5 2-3-03 45000 1590 3000/ 28 da s 2B 7 2-5-03 57500 2030 2C 14 2-12-03 75000 2650 2D 28 2-26-03 2E 28 2-26-03 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks: Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppel] -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: . ~~ Environmental Services A Geotechnical Engineering /Construction Materials Testing FAROO CON$ULTANT$, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4] 00 • Fax (214) 352-4811 * Revised COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Coppell, Texas Sample Date: 01-29-03 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 104241 CONCRETE SUPPLIER; Ftedi-Mix 55 PLANTITRUCK: 1/ 127 61` MIX ID NUMBER: 914 3:45 a.m. AIR (%} (A3TM C-173) - 4:10 a.m. WATER ADDED (gal): 15 Clear SLUMP (inches) tasTM c-1431 5'/2 Building slab - 15' south by 20' west from northeast corner of slab GONCRETE 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) to 5 2-3-03 42500 1500 3000128 da s 1B 7 2-5-03 54500 1930 1 C 14 2-12-03 68500 2420 1 ~ 28 2-26-03 1 E 28 2-26-03 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks.• Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. * Revised on 2-20-03 to reflect correct concrete temperature. Technician: reff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By:~=~-~/d/ /,/ ~~ Environments/ Services ~ Geotechnical Engineering /Construction Maferials Testing 11440 Reeder Rd. • Dallas, TX 75229 FAR6C CONSULTANTS, INC. - - _ - ---~--- - - - Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Coppell, Texas Sample Date: 01-29-03 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 104241 CONCRETE SUPPLIER: Redi-Mix 55 PLANTITRUCK: 1/ 127 61 MIX ID NUMBER: 914 3:45 a.m. AIR (%) (ASTM c-173) - 4:10 a.m. WATER ADDED (gal): 15 Clear SLUMP (inches) (ASTM c-1a3) 5'/z Building slab - 15' south by 20' west from northeast corner of slab 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) 1A 5 2-3-03 42500 1500 3000/ 28 da s 1B 7 2-5-03 54500 1930 1C 14 2-12-03 68500 2420 1D 28 2-26-03 86500 3060 1E 28 2-26-03 85000 3010 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks: Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. 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 ^ Ccnstruction Materia/s Testing FAROO CON9ULTANTB, 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 Connell, Texas Sample Date: 01-29-03 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 104248 CONCRETE SUPPLIER: Redi-Mix 59 PLANTlTRUCK: 1! 127 63 MIX ID NUMBER: 914 5:00 a.m. AIR (%) (ASTM C-173) - 5:25 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-~aal 5 Building slab - 20' north by 35' east from southwest corner of slab CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH 1Psi) SPECIFIED COMPRESSIVE STRENGTH (psi) 2A 5 2-3-03 45000 1590 3000! 28 da s 28 7 2-5-03 2C 14 2-12-03 2D 28 2-26-03 2E 28 2-26-03 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks: Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. Technician: Jeff Clifton FARGO CONSULTANTS, INC. Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes Checked By: Environmental Services / Geotechnica/ Engineering ^ Construction Matena/s Tesling FAROO CONSULTANTS, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4]00 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Copvell, Texas Sample Date: 01-29-03 Project No.: 1~I02-412 CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F}: CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT C3 Constructors 104241 CONCRETE SUPPLIER: Redi-Mix 55 PLANTlTRUCK: 1/ 127 101 tAIX ID NUMBER: 914 3:45 a.m. AIR (%) (asTM c-~73j - 4:10 a.m. WATER ADDED (gal): 15 Clear SLUMP (inches) (ASTM c-~a3) 5 Building slab - 15' south by 20' west from northeast corner of slab 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 (Ps1) 1 A 5 2-3-03 42500 1500 3000128 da s 1 B 7 2-5-03 1 C 14 2-12-03 1 D 28 2-26-03 1 E 28 2-26-03 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Cudn Remarks: Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. TecYlnician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: ~~L Environments/ Services / Geotechnica! Engineering ^ Construction Materials Testing FAROO CONeULTANTB, 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 Coppell, Texas Sample Date: 01-29-03 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 104241 CONCRETE SUPPLIER: Redi-Mix 55 PLANTITRUCK: 11 127 101 MIX ID NUMBER: 914 3:45 a.m. AIR (%) (ASTM C-173) - 4:10 a.m. WATER ADDED (gal): 15 Clear SLUMP (inches) (ASTM c-143) 5'/2 Building slab - 15' south by 20' west from northeast corner of slab 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) 1A 5 2-3-03 42500 1500 3000! 28 da s 1 B 7 2-5-03 54500 1930 1C 14 2-12-03 1 D 28 2-26-03 1 E 28 2-26-03 Specifications: Making 8 ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks: Concrete placed with pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. Technician: Jeff Clifron Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FA.RGO CONSULTANTS, INC. Checked By:~ Environmental Services / Geotechnica/ Englneenng ~ Construction Materials Testing i FAROO CONSULTANTS, 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 Connell, Texas Sample Date: 01-29-03 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 104248 CONCRETE SUPPLIER: Redi-Mix 59 PLANTffRUCK: 1/ 127 63 MIX ID NUMBER: 914 5:00 a.m. AIR (%) (ASrM c-1731 - 5:25 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-143- 5'/: Building slab - 20' north by 35' east from southwest corner of slab CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 8" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (PSI) SPECIFIED COMPRESSIVE STRENGTH (psi) 2A 5 2-3-03 45000 1590 3000/ 28 da s 26 7 2-5-03 57500 2030 2C 14 2-12-03 2D 28 2-26-03 2E 28 2-26-03 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Remarks: Concrete placed wrth pump truck, sample taken at discharge of concrete pump truck. Informed contractor of slump test result. 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 Materials resting