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Vistas of C P1-LR 970625FUGRO- McCLELLAND (SOUTHWEST), INC. IM- iGRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT: Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No.: 0771 -2024 r SAMPLE DATE: June 16, 1997 1 CONTRACTOR: Glenn Thurman, Inc. AGE (days) TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 78 PLANTITRUCK: On Site CONCRETE TEMP. (°F): 83 MIX ID NUMBER: N/A TIME BATCHED: 8:20 am AIR ( %) (ASTM C -231) 5.0 TIME SAMPLED: 8:30 am WATER ADDED (gal): N/A WEATHER CONDITION: Cloudy SLUMP (inches) (ASTM C -143) 3.0 LOCATION OF PLACEMENT: Paving: Cresthaven Road, station 5 +00 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) REQUIRED COMPRESSIVE STRENGTH (psi) VOC 4 7 06/23/97 105000 3714 3000/28 days VOC 5 28 07/14/97 VOC 6 28 07/14/97 VOC 7 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Unit Weight: 145.6 lbs. /cu. ft. Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By: SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell FUGRO- McCLELLAND (SOUTHWEST), INC. �GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No.: 0771 -2024 SAMPLE DATE: June 16, 1997 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 80 PLANT /TRUCK: On Site CONCRETE TEMP. (°F): 84 MIX ID NUMBER: N/A TIME BATCHED: 9:25 am AIR ( % ) (ASTM C -231) N/A TIME SAMPLED: 9:30 am WATER ADDED (gal): N/A WEATHER CONDITION: Cloudy SLUMP (inches) (ASTM c -143) 3 LOCATION OF PLACEMENT: Paving: Cresthaven Drive, station 3 +50 specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 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) REQUIRED COMPRESSIVE STRENGTH (Psi) VOC 8 7 06/23197 107000 3785 3000/28 days VOC 9 28 07/14/97 VOC 10 28 07/14/97 VOC 11 1 Hold specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By: SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell FUGRO- McCLELLAND (SOUTHWEST), INC. �GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No .: 0771 -2024 SAMPLE DATE: June 16, 1997 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 83 PLANT/TRUCK: On Site CONCRETE TEMP. (°F): 85 MIX ID NUMBER: N/A TIME BATCHED: 10:15 am AIR ( % ) (ASTM C - 231) 5.1 TIME SAMPLED: 10:20 am WATER ADDED (gal): N/A WEATHER CONDITION: Cloudy SLUMP (inches) (ASTM C -143) 3.0 LOCATION OF PLACEMENT: Paving: Cresthaven Road, station 1 +50 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) REQUIRED COMPRESSIVE STRENGTH (psi) VOC 12 7 06/23/97 93000 3290 3000/28 days VOC 13 28 07/14/97 VOC 14 28 07/14/97 VOC 1 1 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Unit Weight: 144.8 lbs. /cu. ft. Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By: �_7 __ SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell FUGRO- McCLELLAND (SOUTHWEST), INC. �GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: ,tune 25, 1997 PROJECT Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No .: 0771 -2024 SAMPLE DATE: June 16, 1997 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 85 PLANT/TRUCK: On Site CONCRETE TEMP. (°F): 88 MIX ID NUMBER: N/A TIME BATCHED: 11:25 am AIR ( % ) (ASTM C -231) N/A TIME SAMPLED: 11:30 am WATER ADDED (gal): N/A WEATHER CONDITION: Partly cloudy SLUMP (inches) (ASTM C -143) 2.5 LOCATION OF PLACEMENT: Paving: Crestwood Drive, station 10 +50 Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 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) REQUIRED COMPRESSIVE STRENGTH (Psi) VOC 16 7 06/23/97 87000 3077 3000/28 days VOC 17 28 07/14/97 VOC 18 28 07/14/97 VOC 19 1 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By: _— SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell FUGRO- McCLELLAND (SOUTHWEST), INC. �GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT Vistas of Coppell, Phase 1A & 213, Coppell, Texas Project No .: 0771 - 2024 SAMPLE DATE: June 16, 1997 1 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 87 PLANT/TRUCK: On Site CONCRETE TEMP. (°F): 88 MIX ID NUMBER: N/A TIME BATCHED: 12:35 pm AIR ( % ) (ASTM C -231) 5.2 TIME SAMPLED: 12:40 pm WATER ADDED (gal): N/A WEATHER CONDITION: Sunny SLUMP (inches) (ASTM C -143) 2.5 LOCATION OF PLACEMENT: Paving: Rockcrest Drive, station 6 +90 Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 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) REQUIRED COMPRESSIVE STRENGTH (Psi) VOC 20 7 06/23/97 95000 3360 3000/28 days VOC 21 28 07/14/97 VOC 22 28 07/14/97 VOC 23 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Unit Weight: 144.0 lbs. /cu. ft. Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked B -J— SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell FUGRO- McCLELLAND (SOUTHWEST), INC. 6R0 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT: Vistas of Coppell, Phase 1A 8.2B, Coppell, Texas Project No.: 0771 -2024 SAMPLE DATE: June 16, 1997 1 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 92 PLANT /TRUCK: On Site CONCRETE TEMP. (°F): 90 MIX ID NUMBER: N/A TIME BATCHED: 2:15 pm AIR ( %) (ASTM C -231) N/A TIME SAMPLED: 2:20 pm WATER ADDED (gal): N/A WEATHER CONDITION: Sunny SLUMP (inches) (ASTM C -143) 3.25 LOCATION OF PLACEMENT: Paving: Waterview Drive, station 13 +00 Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 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) REQUIRED COMPRESSIVE STRENGTH (Psi) VOC 24 7 06/23197 95000 3360 3000/28 days VOC 25 28 07/14/97 VOC 26 28 07/14/97 VOC 28 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell& FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Centex Homes Report Date: June 25, 1997 PROJECT: Vistas of Coppell, Phase 1A &2B, Coppell, Texas Project No.: 0771 -2024 SAMPLE DATE: June 16, 1997 1 CONTRACTOR: Glenn Thurman, Inc. AGE (days) DATE TESTED TICKET NO.: N/A CONCRETE SUPPLIER: Glenn Thurman AMBIENT TEMP. (°F): 90 PLANT /TRUCK: On Site CONCRETE TEMP. (°F): 92 MIX ID NUMBER: N/A TIME BATCHED: 3:55 pm AIR ( %) (ASTM C -231) N/A TIME SAMPLED: 4:00 pm WATER ADDED (gal): N/A WEATHER CONDITION: Sunny SLUMP (inches) (ASTM c -143) 3.0 LOCATION OF PLACEMENT: Paving: Waterview Drive, station 16 +00 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) REQUIRED COMPRESSIVE STRENGTH (Psi) VOC 28 7 06/23/97 97000 3431 3000/28 days VOC 29 28 07/14/97 VOC 30 28 07/14/97 VOC 31 Hold Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39 REMARKS: Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC. Checked By: Y— SMH /rm Distribution: Centex Homes - Derek Earle Glenn Thurman, Inc. City of Coppell - Garreth Campbell 0 FUGRO- McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: June 25, 1997 PROJECT: Vistas of Coppell Phase 1A & 2B, Coppell, Texas PROJECT NO.: 0771 -2024 DATE PERFORMED: June 12, 1997 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) optimum Moisture ( °�) 1 Brown sandy clay (lime treated) 96.9 25.0 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY NO. NO. 181 1 Paving subgrade, Bella Vista Drive, 97.4 24.2 100.6 station 11 +00, final 182 1 Paving subgrade, Bella Visya Drive, 93.0 25.7 96.0 station 8 +00, final 183 1 Paving subgrade, Bella Vista Drive, 95.5 24.2 98.6 station 5 +00, final 184 1 Paving subgrade, Bella Vista Drive, 95.1 25.3 98.1 station 2 +00 185 1 Paving subgrade, Waterview Drive, 93.0 24.6 96.0 station 21 +00, final 186 1 Paving subgrade, Waterview Drive, 92.4 23.3 95.3 station 24 +00, final 187 1 Paving subgrade, Waterview Drive, 93.2 23.3 96.2 station 27 +00, final 188 1 Paving subgrade, Waterview Drive, 94.1 25.9 97.1 station 30 +00, final 189 1 Paving subgrade, Claremount Court, 94.5 24.0 97.6 station 2 +00, final 190 1 Paving subgrade, Alley G, station 3 +00, 94.7 23.4 97.7 final 191 1 Paving subgrade, Forest Hill Drive, 94.2 27.7 97.2 station 10 +00, funal 192 1 Paving subgrade, Forest Hill Drive, 96.2 23.4 99.3 station 13 +00, final 193 1 Paving subgrade, Forest Hill Drive, 92.8 23.3 95.8 station 16 +00, final 194 1 Paving subgrade, Forest Hill Drive, 92.0 23.6 95.0 station 19 +00, final FUGRO- McCLELLAND (SOUTHWEST), INC. FIELD DENSITY REPORT — fuGRO ■ S� 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 CLIENT: Centex Homes REPORT DATE: PROJECT Vistas of Coppell 1A, Coppell, Texas PROJECT NO.: 0771 -2024 DATE PERFORMED: TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO WEIGHT CONTENT PERCENT MAXIMUM DENSITY 195 1 Paving subgrade, Forest Hill Drive, 95.0 station 22 +00, final 196 1 Paving subgrade, Alley J, station 2 +00, 94.4 final 197 1 Paving subgrade, Alley J, station 5 +00, 92.2 final 198 1 Paving subgrade, Alley J, station 8 +00, 93.2 final Remarks All densities meet project specifications unless otherwise noted. Jose Rivera Fugro - McClelland Technician 26.5 98.0 25.1 97.4 24.6 95.2 25.8 96.2 FUGRO McCLELLAND (SOUTHWEST), INC. Checked by: SMH/mv Distribution: Centex Homes - Derek Earle City of Coppell - Garreth Campbell Glenn Thurman Inc.