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Callahan-LR030110FAR60 CON6ULTANTB, INC. Guzman Construction COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Connell, Texas CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 Sample Date: 01-10-03 Project No.: M02-412 103352 CONCRETE SUPPLIER: Redi-Mix 40 PLANTffRUCK: 1/ 260 56 MIX ID NUMBER: 723 9:50 a.m. AIR (%) (ASTM c-23t) 5.0 10:15 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM c-~a3) 4'/, East parking lot - 25' north by 15' west from southeast corner of parking lot ~tjN~R~T~ E'~fH:.$1ND~1~ `~~R~SSIVE SARI TE5`TS Sfan~ard~6"'x'Y~`'', 28.~~~' sgaai`e it~eh~~' „.. ,: CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH (psl) SPECIFIED COMPRESSIVE STRENGTH (Psi) 1A 7 1-17-03 86000 3040 3000/ 28 da s 1B 28 2-07-03 128000 4530 1C 28 2-07-03 130000 4600 1D 14 1-24-03 107500 3800 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curin Technician: Jeff Clifton FARGO CONSULTANTS, INC. Checked By: _ 1 ~~ Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Constmctors -Taylor Bames Environmenla/ Services + Gaofechnical Engineering + Construction Materia/s Tesling FAROO CONBULTANTB, INC. C3 Constructors COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Connell. Texas CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 Sample Date: 01-10-03 Project No.: M02-412 103353 CONCRETE SUPPLIER: Redi-Mix 43 PLANTITRUCK: 1/ 159 53 MIX ID NUMBER: 723 9:40 a.m. AIR (%) (ASTM C-231) 5.5 11:45 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASTM c-~a3) 5'/+ East parking lot - 15' south by 20' west from northeast corner of parking lot CC)1~CitE'T~ ~ LIN~?!rR 4MPF~ESSIV~ ST , ~~'~1 T . , TS Sfaxtiartl~6"~x 9'2", 38:~~7 square lrraEC~s CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Pounds) COMPRESSIVE STRENGTH {psi) SPECIFIED COMPRESSIVE STRENGTH (psl) 2A 7 1-17-03 68000 2410 3000/ 28 da s 2B 28 2-07-03 108000 3820 2C 28 2-07-03 110000 3890 2D 14 1-24-03 82500 2920 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 ~ Geotechnical Engineering ~ Construction Materia/s Testing ~ 11440 Reeder Rd. • Dallas, TX 75229 Fwxcto coxaurxnxxa, rxa Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Connell. Texas Sample Date: 01-10-03 Project No.: M02-412 CONCRETE INFORMATION ~ CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT Guzman Construction 103352 CONCRETE SUPPLIER: Redi-Mix 40 PLANTITRUCK: 1 / 260 56 MIX ID NUMBER: 723 9:50 a.m. AIR (%) (ASTM C-231) 5.0 10:15 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASrM c-~a3) 4 a/< East parking lot - 25' north by 15' west from southeast corner of 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 1-17-03 86000 3040 3000128 da s 1 B 28 2-07-03 1 C 28 2-07-03 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: ,/~~ Environments/ Services ~ Geotechnica/ Engineering ^ Construction Materials Testing FAROO CONSULTANTS, INC. l 1440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Bonner Associates PROJECT: Callahan Addition Copnell, Texas Sample Date: 01-10-03 Project No.: M02-412 CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Guzman Construction 103352 CONCRETE SUPPLIER: Redi-Mix 40 PLANTITRUCK: 1/ 260 56 MIX ID NUMBER: 723 9:50 a.m. AIR (%) (ASTM C-231) 5.0 10:15 a.m. WATER ADDED (gal): 0 Clear SLUMP (inches) (ASTM C-tai) 4'/< East parking lot - 25' north by 15' west from southeast corner of 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) 1 A 7 1-17-03 86000 3040 3000/ 28 da s 1 B 28 2-07-03 1 C 28 2-07-03 1D 14 1-24-03 107500 3800 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curing: Technician: Jeff Clifton Distribution: Bonner Associates -Tim Boruter City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: !?/tG Environments/ Services / Geotechnica/ Engineering ^ Construction Maferia/s Testing FAR.00 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 Copnell, Texas Sample Date: 01-10-03 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 103353 CONCRETE SUPPLIER: Redi-Mix 43 PLANTITRUCK: 1/ 159 53 MIX ID NUMBER: 723 9:40 a.m. AIR (%) (ASTM C-231) 5.5 11:45 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASTM c-~a3) 5'/< East parking lot - 15' south by 20' west from northeast corner of 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 1-17-03 68000 2410 3000/ 28 da s 2B 28 2-07-03 2C 28 2-07-03 2D Hold - Specifications: Making 8 ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 Curing: Technician: Jeff Clifton Distribution: Bonner Associates - Tim Bomter City of Coppell -Rick Odell C3 Constructors -Taylor Barnes FARGO CONSULTANTS, INC. Checked By: /'/~= Environmental Services ^ Geotechnica/ Engineering ^ Construction Materia/s Testing i FAA00 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: 01-10-03 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 103353 CONCRETE SUPPLIER: Redi-Mix 43 PLANTITRUCK: 1/ 159 53 MIX ID NUMBER: 723 9:40 a.m. AIR (%) (ASTM C-231) 5.5 11:45 a.m. WATER ADDED (gal): 10 Clear SLUMP (inches) (ASTM c-tai) 5 3/< East parking lot - 15' south by 20' west from northeast corner of 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 1-17-03 68000 2410 3000/28da s 2B 28 2-07-03 2C 28 2-07-03 2D 14 1-24-03 82500 2920 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: ~~ Environmental Services ^ Geotechnica/ Engineering /Construction Materials Testing FAROO CONSULTANTB, INC. REPORT OF FIELD COMPACTION 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-48 L] Tested For: Bonner Associates Date Performed: 01-10-03 Project: Callahan Addition FCI Project No.: M02-412 Coppell, Texas Density: Per ASTM D-2922 Gauge Manu£: Humboldt Moisture: Per ASTM D-3017 Gauge Model: HS-SOOIEZ Test Mode (DT / BS):DT Probe Depth: 8 inches 1VinrcTTTi2FmFNCTTV RFT.ATTnNC Proctor No. W Material Description Optimum Moisture % Maximum Dry Densit PCF 4 Dark Brown Clay and Brown Clay with Calcareous nodules 22.0 101.5 TN_PT.A('F TF~T RF.STiT.TS a Tes[ v Elevation °f Location Proctor No Percent Moisture Dry DPCIty Percent Density No. Lift . 77 FG-1' Water line vault box (north side) 4 23.8 99.8 98.3 78 FG-1.5' Water line vault box (east side) 4 22.1 99.5 98.0 79 FG-2' Water line vault box (south side) 4 23.0 101.0 99.5 80 FG-2.5' Water line vault box (west side) 4 22.4 101.4 99.9 81 FG-3' Water line vault box (north side) 4 24.3 100.3 98.8 82 FG-3.5' Water line vault box (east side) 4 23.3 101.4 99.9 83 FG-4' Water line vault box (south side) 4 22.5 100.9 99.4 84 FG-4.5' Water line vault box (west side) 4 22.9 99.9 98.4 85 FG-5' Water line vault box (north side) 4 23.7 100.5 99.0 86 FG-5.5' Water line vault box (east side) 4 24.0 101.2 99.7 87 FG-6' Water line vault box (south side) 4 22.2 100.8 99.3 ' Water line, 30' south from vault box (parallel to Denton 4 23 1 101 5 100 88 FG-1 Ta Road) . . ' Water line, 25' south from vault box (parallel to Denton 4 22 8 101 4 9 99 89 FG-2 Tap Road) . . ' Water line, 25' south from vault box (parallel to Denton 4 24 2 100 8 99 3 90 FG-3 Ta Road) . . . ' Water line, 25' south from vault box (parallel to Denton 4 22 5 101 0 5 99 91 FG-4 Ta Road) . . . (R)AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PR07ECT REQUIREMENTS Technician: Jeff Clifton Checked By: /~~ Distribution: Bonner Associates -Tim Bonner City of Coppell -Rick Odell C3 Contractors -Taylor Barnes LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided far testing. We azsume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. 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