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Freeport NIP(7.3)-LR010524
GEOTECHNICAL AND ENVIKONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport VII Royal Lane, North of Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 103 5495 Belt Line Road. Suite 360 REG PROJECT NO. 7570 Dallas, Texas 75240 SAMPLE DATE: 05-24-01 ATTN: Mr. Jeff Langston TECHNICIAN: H. Johnson CONTRACTOR: Raymond Construction Location of Sample Set Number I Location I Quantity Represented 1 Paving: 200'S, 100'W of N.W. building corner 30/580 2 Paving: 250'S, 90'W of N.W. building corner 110/580 3 Paving: 300'S, 75'W of N.W. building corner 210/580 4 Paving: 240'N, 90'W of S.W. building corner 310/580 5 Paving: 190'N, 90'W of S.W. building corner 410/580 6 Paving: 150'N, 100'W of S.W. building corner 520/580 Design Information J Source of Concrete I Mix Identification I Specified Strength p.s.i. Potter 7752 4000 Test Results Set Cylinder JAgs@ I Tota, Load I Compressive I Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 8150 05-31-01 7 80210 2840 8150 05-31-01 7 85680 3030 2940 8150 06-21-01 28 105670 3740 8150 06-21-01 28 106960 3780 3760 2 8151 05-31-01 7 86390 3060 8151 05-31-01 7 89980 3180 3120 8151 06-21-01 28 108100 3830 8151 06-21-01 28 111890 3960 3900 3 8152 05-31-01 7 74380 2630 8152 05-31-01 7 82520 2920 2780 8152 06-21-01 28 101000 3570 8152 06-21-01 28 101180 3580 3580 4 8153 05-31-01 7 70710 2500 8153 05-31-01 7 76040 2690 2600 8153 06-21-01 28 95970 3400 8153 06-21-01 28 99930 3540 3470 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Set CylinderI Age@ I Total Load Compressive Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 8154 05-31-01 7 77890 2760 8154 05-31-01 7 78810 2790 2780 8154 06-21-01 28 102150 3620 8154 06-21-01 28 103390 3660 3640 6 8155 05-31-01 7 95010 3360 8155 05-31-01 7 102560 3630 3500 8155 06-21-01 28 121320 4290 8155 06-21-01 28 122760 4340 4320 Cylinder Data Set CylinderI I Timeof I ConcreteI Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 8150 5.00 6:50AM 69 74 3.8 611238 2 8151 5.00 7:35AM 69 72 4.4 611246 3 8152 5.50 8:25AM 69 74 4.4 611256 4 8153 5.00 9:25AM 72 76 4.6 611266 5 8154 5.50 10:30AM 72 80 4.6 611270 6 8155 5.50 11:45AM 76 81 4.6 6112587 Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) Raymond Construction/ Mr. Dave Schlimme Original Signed By (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Keith Atkins (1) HBC Engineering/Mr. Bob Baker KEA/je GEOTECHNICALAND G F=J I'-1 I I F:3 ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Freeport VII Royal Lane, North of Bethel Road Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 103 5495 Belt Line Road, Suite 360 REG PROJECT NO. 7570 Dallas, Texas 75240 SAMPLE DATE: 05-24-01 ATTN: Mr. Jeff Langston TECHNICIAN: H. Johnson CONTRACTOR: Raymond Construction Location of Sample Set Number I Location I Quantity Represented 1 Paving: 200'S, 100'W of N.W. building corner 30/580 2 Paving: 250'S, 90'W of N.W. building corner 110/580 3 Paving: 300'S, 75'W of N.W. building corner 210/580 4 Paving: 240'N, 90'W of S.W. building corner 310/580 5 Paving: 190'N, 90'W of S.W. building corner 410/580 6 Paving: 150'N, 100'W of S.W. building corner 520/580 Design Information I Source of Concrete I Mix Identification I Specified Strength p.s.i. Potter 7752 4000 Test Results Set Cylinder Age (g~ Total Load I CompressiveI Average No. ID Date Tested Test lbs. I IStrength p.s.i. Strength p.s.i. 1 8150 05-31-01 7 80210 2840 8150 05-31-01 7 85680 3030 2940 8150 06-21-01 28 8150 06-21-01 28 2 8151 05-31-01 7 86390 3060 8151 05-31-01 7 89980 3180 3120 8151 06-21-01 28 8151 06-21-01 28 3 8152 05-31-01 7 74380 2630 8152 05-31-01 7 82520 2920 2780 8152 06-21-01 28 8152 06-21-01 28 4 8153 05-31-01 7 70710 2500 8153 05-31-01 7 76040 2690 2600 8153 06-21-01 28 8153 06-21-01 28 2424 STUTZ DR, · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019 No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 5 8154 05-31-01 7 77890 2760 8154 05-31-01 7 78810 2790 2780 8154 06-21-01 28 8154 06-21-01 28 6 8155 05-31-01 7 95010 3360 8155 05-31-01 7 102560 3630 3500 8155 06-21-01 28 8155 06-21-01 28 Cylinder Data Set I Cylinder Timeof I Concrete I Air Ticket No. I ID Slump Sample AirTemp.I ITemp. Entrainment Number 1 8150 5.00 6:50AM 69 74 3.8 611238 2 8151 5.00 7:35AM 69 72 4.4 611246 3 8152 5.50 8:25AM 69 74 4.4 611256 4 8153 5.00 9:25AM 72 76 4.6 611266 5 8154 5.50 10:30AM 72 80 4.6 611270 6 8155 5.50 11:45AM 76 81 4.6 6112587 Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC, (1) Raymond Construction/ Mr. Dave Schlimme Original Signed By (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Keith Atkins (1) HBC Engineering/Mr. Bob Baker KEA/je