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Callahan-LR030109i FAROO CONBULTANTB, INC. REPORT OF FIELD COMPACTION 11440 Reeder Rd. • Dallas, TX 75229 Tel. (zla> ss2-41o0 • Fax (zla~ 3sz-watt Tested For: Bonner Associates Date Performed: 01-09-03 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-SOOlEZ Test Mode (DT / BS): DT Probe Depth: 8 inches ArinlfcTTr7?FmFNCiTV RFi.ATT(TNC iaviv~.~a Proctor No. ~..~~.~...__ _ _W_______._ Material Description Optimum Moisture % Maximum Dry Densit PC 4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5 TN_PT AfF TFCT RFCTTT.TC `1 Test vElevation °f Location Proctor No Percent Moisture Dry D y Percent ~. Density No. Lift . PCF 68 1st Water line, 115' east of Denton Tap Road 4 23.8 100.9 99.4 69 2nd Water line, 125' east of Denton Tap Road 4 24.1 101.4 99.9 70 3rd Water line, 130' east of Denton Tap Road 4 22.3 101.0 99.5 71 4th Water line, 145' east of Denton Tap Road 4 22.7 101.5 100 East parking lot, 15' south by 20' east from northwest 4 24 0 101 5 100 72 SG . . corner. East parking lot, 25' south by 25' east from northwest 4 0 23 100 9 4 99 73 SG . . . corner. East parking lot, 35' south by 20' east from northwest 4 22 7 2 100 98 7 74 SG , . . corner. 75 SG East parking lot, 45' south by 25' east from northwest 4 23.1 99.9 98.4 corner. East parking lot, 15' south by 40' east from northwest 4 22 5 101 1 6 99 76 SG . . . corner. (R) AFTER TEST NUMBER INDICATES RETES'C (F) lNU1CA j t!S rAlLUttc f v ~~mrL r wI I n rrcv~n~ t t Remarks: Cauge probe was reduced to 6 inches for subgrade parking lot testing. Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Contractors -Taylor Barnes IGIV 3 J Checked By: ~ LIMITATIONS. The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, perfomunce, etc.) or any other failure of similar subject matter provided by pttsons or conditions over which we have no control. Our letters and reports are for the exclusive use of the client's to whom they are addressed and shall not be reproduced except in full without [he written approval of Fargo Consuhan[s, Inc. Environmental Services ^ Geotechnical Engineering ^ Construction Mafenals Testing FAROO CONBULTANT6, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4511 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Connell, Texas Sample Date: 01-09-03 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 103229 CONCRETE SUPPLIER: Redi-Mix 56 PLANT/TRUCK: 1/ 125 60 MIX ID NUMBER: 916 6:30 a.m. AIR (%) (ASTM C-231) 4.7 7:20 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASTM C-~a3) 4'/< Parking lot paving - 25' south by 10' east from northwest corner of west parking lot 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 7 1-16-03 75000 2650 3000/28 da s 1 B 28 2-06-03 1 C 28 2-06-03 1 D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curing: Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: . / /G~ Environmental Services ^ Geotechnical Engineering ^ Construction Materia/s Testing i FAROO CONSULTANTS, INC. 11440 Reeder Rd. • Dallas, TX 75229 (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition CoDnell. Texas Sample Date: 01-09-03 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 103229 CONCRETE SUPPLIER: Redi-Mix 56 PLANTITRUCK: 1/ 125 60 MIX ID NUMBER: 916 6:30 a.m. AIR (%) (ASTM C-231) 4.7 7:20 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASTM c-tai) 4'/< Parking lot paving - 25' south by 10' east from northwest corner of west parking lot 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 7 1-16-03 75000 2650 3000/ 28 da s 1 B 28 2-06-03 1 C 28 2-06-03 1D 15 1-24-03 86000 3040 Specifications: Making 8 ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton FARGO CONSULTANTS, INC. Checked By: Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes Environments/ Services ~ Geotechnica/ Engineering ^ Construction Materials Testing FAROO CONSULTANTS, 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: 01-09-03 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 103250 CONCRETE SUPPLIER: Redi-Mix 60 PLANT/TRUCK: 1/ 125 65 MIX ID NUMBER: 916 8:20 a.m. AIR (%) (ASTM C-231) 5.5 9:00 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-~a3) 5 Parking lot paving, 25' north by 20' west from southeast corner of west parking lot CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER - AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (Psl) SPECIFIED COMPRESSIVE STRENGTH (psl) 2A 7 1-16-03 70000 2480 3000/ 28 da s 2B 28 2-06-03 2C 28 2-06-03 2D Hold - Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton FARGO CONSULTANTS, INC. Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes Checked By: vDr~ Environmental Services + Geotechnical Engineering + 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 Coppell, Texas Sample Date: 01-09-03 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 103250 CONCRETE SUPPLIER: Redi-Mix 60 PLANT/TRUCK: 1/ 125 65 MIX ID NUMBER: 916 8:20 a.m. AIR (%) (ASTM C-231) 5.5 9:00 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-tai) 5 Parking lot paving, 25' north by 20' west from southeast corner of west parking lot 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 1Psi) 2A 7 1-16-03 70000 2480 3000128 da s 2B 28 2-06-03 2C 28 2-06-03 2D 15 1-24-03 95000 3360 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton FARGO CONSULTANTS, INC. Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constructors -Taylor Barnes Checked By: Environmental Services to Geotechnica/ Engineering ^ Construction Materia/s Testing FAROO CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4 L00 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CON~RETE REPORT CLIENT: Bonner Associates Sample Date: 01-09-03 PROJECT: Callahan Addition Project No.: M02-412 Connell. Texas CONCRETE INFORMATION CONTRACTOR: C3 Constructors TICKET NO.: 103282 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 63 PLANTITRUCK: 1/ 238 CONCRETE TEMP. (°F): 64 MIX ID NUMBER: 916 TIME BATCHED: 12:10 p.m. AIR (%) (ASTM C-231) 5.7 TIME SAMPLED: 1:30 p.m. WATER ADDED (gal): 5 WEATHER CONDITION: Clear SLUMP (inches) (ASTM c-143) 5'/< LOCATION OF PLACEMENT: Parking lot paving, 35' north by 20' west from southeast corner of west parking lot 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) . 3A 7 1-16-03 62500 2210 3000/ 28 da s 36 28 2-06-03 3C 28 2-06-03 3D 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: Gam' Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing FAROO 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 Connell. Texas Sample Date: 01-09-03 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 103282 CONCRETE SUPPLIER: Redi-Mix 63 PLANT/TRUCK: 1/ 238 64 MIX ID NUMBER: 916 12:10 p.m. AIR (%) (ASTM C-231) 5.7 1:30 p.m. WATER ADDED (gal): 5 Clear SLUMP (inches) tASTM c-143) 5'/< Parking lot paving, 35' north by 20' west from southeast corner of west parking lot CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 8" z 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) 3A 7 1-16-03 62500 2210 3000/ 28 da s 3B 28 2-06-03 3C 28 2-06-03 3D 15 1-24-03 80000 2830 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: !~N Environments/ Services / Geotechnica/ Engineering /Construction Materia/s Testing i FAR6O CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-48 L I COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Coppell, Texas Sample Date: 01-09-03 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 7122712 CONCRETE SUPPLIER: LMC 65 PLANTlTRUCK: 7/834 66 MIX ID NUMBER: 842 3:00 p.m. AIR (%) (ASTM C-231) 4.5 3:50 p.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-~a3) 2 Storm sewer inlet boxes (tops), northeast corner of east parking lot and south of southeast corner of building pad for south fire lane. 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) 4A 7 1-16-03 115000 4070 3000/ 28 da s 46 28 2-06-03 4C 28 2-06-03 4D 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 Coppeli -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: ~t.• Environments/ Services ~ Geofechnica/ Engineering ~ Construction Materials Testing FAROO 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 Coppell, Texas Sample Date: 01-09-03 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 103229 CONCRETE SUPPLIER: Redi-Mix 56 PLANTITRUCK: 1/ 125 60 MIX ID NUMBER: 916 6:30 a.m. AIR (%) (ASTM C•231) 4.7 7:20 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASrM c-tai) 4'/< Parking lot paving - 25' south by 10' east from northwest corner of west parking lot 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) 1 A 7 1-16-03 75000 2650 3000128 da s 1 B 28 2-06-03 107000 3780 1C 28 2-06-03 110500 3910 1D 15 1-24-03 95000 3360 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 Materia/s resting FAR60 CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-481 l COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Coppell, Texas Sample Date: 01-09-03 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 103250 CONCRETE SUPPLIER: Redi-Mix 60 PLANTITRUCK: 1/ 125 65 MIX ID NUMBER: 916 8:20 a.m. AIR (%) (ASTM C-231) 5.5 9:00 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM C-tai) 5 Parking lot paving, 25' north by 20' west from southeast corner of west parking lot 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 1-16-03 70000 2480 3000/ 28 da s 2B 28 2-06-03 99500 3520 2C 28 2-06-03 99000 3500 2D 15 1-24-03 95000 3360 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton Distribution: Bonner Associates -Tim Bonner City ofCoppell -Rick Odell C3 Constructors -Taylor Bames FARGO CONSULTANTS, INC. Checked By: /%~~ Environmenfa/ Services ^ Geolechnica/ Engineering s Const~ucfion Mate~ia/s Testing FA&00 CONBULTANTB, INC. 11440 Reeder Rd. • Dallas, TX 95229 Tel. (214) 352-4100 • Fax (2l4) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Coppell, Texas Sample Date: 01-09-03 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 103282 CONCRETE SUPPLIER: Redi-Mix 63 PLANT(rRUCK: 1 / 238 64 MIX ID NUMBER: 916 12:10 p.m. AIR (%) (ASrM C-231) 5.7 1:30 p.m. WATER ADDED (gal): 5 Clear SLUMP (inches) (ASTM c-1431 5'/< Parking lot paving, 35' north by 20' west from southeast corner of west parking lot CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psl) SPECIFIED COMPRESSIVE STRENGTH (psl) 3A 7 1-16-03 62500 2210 3000/ 28 da s 3B 28 2-06-03 95000 3360 3C 28 2-06-03 95000 3360 3D 15 1-24-03 80000 2830 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: l% Environments/ Services ^ Geolechnica/ Engineering ~ Construction Materia/s resting FA860 CONBIILTANTB, 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: 01-09-03 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 7122712 CONCRETE SUPPLIER: LMC 65 PLANTITRUCK: 7/ 834 66 MIX ID NUMBER: 842 3:00 p.m. AIR (%) (ASTM C-231) 4.5 3:50 p.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASrM c-tai) 2'/2 Storm sewer inlet boxes (tops), northeast corner of east parking lot and south of southeast corner of building pad for south fire lane. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (Psl) SPECIFIED COMPRESSIVE STRENGTH (Psl) 4A 7 1-16-03 115000 4070 3000/ 28 da s 4B 28 2-06-03 140000 4950 4C 28 2-06-03 145000 5130 4D 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: - ~~'r~%/ Environmental Services ~ Geotechnical Engineering >• Construction Materia/s Testing