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Park West CC(3)-LR000428GEOTECHNICAL AND G F==I r'-'l U F=a ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 71 REG PROJECT NO. 6080 SAMPLE DATE: 04-28-00 TECHNICIAN: L.T. Edwards McFadden & Miller, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 140'S, 400'W of N.E. property corner 50/1000 2 Paving: 35'S, 420'W of N.E. property corner 110/1000 3 Paving: 75'S, 500'W of N.E. property corner 210/1000 4 Paving: 100'S, 630'W of N.E. property corner 330/1000 5 Paving: 25'S, 775'W of N.E. property corner 410/1000 6 Paving: 130'S, 380'W of N.E. property corner 520/1000 7 Paving: 25'S, 325'W of N.E. property corner 620/1000 8 Paving: 145'S, 275'W of N.E. property corner 710/1000 9 Paving: 130'S, 175'W of N.E. property corner 810/1000 10 Paving: 130'S, 60'W of N.E. property corner 950/1000 Design Information l Source of Concrete I Mix Identification I Specified Strength p.s.i. TXI 9643 3500 Test Results Set Cylinder I Age @ No. IDI Date Tested Test Total Load Compressive I Average lbs. Strength p.s.i.I Strength p.s.i. 1 5341 05-05-00 7 111830 3960 5341 05-26-00 28 147500 5220 5341 05-26-00 28 149660 5290 5260 5341 Hold H 2 5342 05-05-00 7 110540 3910 5342 05-26-00 28 147560 5220 5342 05-26-00 28 152940 5410 5320 5342 Hold H 3 5343 05-05-00 7 85180 3010 5343 05-26-00 28 134410 4750 5343 05-26-00 28 136200 4820 4790 5343 Hold H 4 5344 05-05-00 7 111280 3940 5344 05-26-00 28 144880 5130 5344 05-26-00 28 139550 4940 5040 5344 Hold H 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Set CylinderI N5°' I ID 5345 5345 5345 5345 Date Tested 05-05-00 05-26-00 05-26-00 Hold Age ~ Test Total Load I CompressiveI lbs. Strength p.s.i. 7 102090 3610 28 141340 5000 28 142350 5040 H 6 5346 05-05-00 7 5346 05-26-00 28 5346 05-26-00 28 5346 Hold H 7 5347 05-05-00 7 5347 05-26-00 28 5347 05-26-00 28 5347 Hold H 8 5348 05-05-00 7 5348 05-26-00 28 5348 05-26-00 28 5348 Hold H 9 5349 05-05-00 7 5349 05-26-00 28 5349 05-26-00 28 5349 Hold H 10 5350 05-05-00 7 5350 05-26-00 28 5350 05-26-00 28 5350 Hold H 107310 3800 141450 5000 145020 5130 89960 3180 122410 4430 12868O 455O 109260 3860 140800 4980 13330O 472O 1O3830 367O 135470 4720 136650 4830 91110 3720 12O85O 4270 125540 4440 Average Strength p.s.i. 5O2O 5O7O 449O 485O 4780 436O Cylinder Data Set Cylinder No. ID 1 5341 2 5342 3 5343 4 5344 5 5345 6 5346 7 5347 8 5348 9 5349 10 5350 J Time of Slump Sample Concrete Air Ticket Air Temp. Temp. Entrainment Number 5.75 5:35AM 50 6.25 6:30AM 50 6.50 7:45AM 52 5.00 9:10AM 62 5.75 10:35AM 72 5.75 12:45PM 80 5.50 2:30PM 84 6.00 3:40PM 84 4:25 4:35PM 86 6.25 6:15AM 86 74 4.8 1565481 72 4.5 1565536 74 5.2 1565709 72 5.2 1565855 79 4.8 1566089 82 4.9 1566339 84 4,6 1566518 86 5.1 1566714 80 4.9 1566776 82 5.2 1566837 Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je/rt GEOTECHNICAL AND G F:=;J r-i I I Fa ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas REPORTED TO: CONTRACTOR: Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood McFadden & Miller, Inc. REPORT NO. 71 REG PROJECT NO. 6080 SAMPLE DATE: 04-28-00 TECHNICIAN: L.T. Edwards Location of Sample Set Number I Location I Quantity Represented 1 Paving: 140'S, 400'W of N.E. property corner 50/1000 2 Paving: 35'S, 420'W of N.E. property corner 110/1000 3 Paving: 75'S, 500'W of N.E. property corner 210/1000 4 Paving: 100'S, 630'W of N.E. property corner 330/1000 5 Paving: 25'S, 775'W of N.E. property corner 410/1000 6 Paving: 130'S, 380'W of N.E. property corner 520/1000 7 Paving: 25'S, 325'W of N.E. property corner 620/1000 8 Paving: 145'S, 275'W of N,E. property corner 710/1000 9 Paving: 130'S, 175'W of N.E. property corner 810/1000 10 Paving: 130'S, 60'Wof N.E. property corner 950/1000 Design Information Source of Concrete J Mix Identification J TXI 9643 Specified Strength p.s.i. 3500 Test Results Set Cylinder J Age@ Total Load J Compressive J Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 5341 05-05-00 7 111830 3960 5341 05-26-00 28 5341 05-26-00 28 5341 Hold H 2 5342 05-05-00 7 110540 3910 5342 05-26-00 28 5342 05-26-00 28 5342 Hold H 3 5343 05-05-00 7 85180 3010 5343 05-26-00 28 5343 05-26-00 28 5343 Hold H 4 5344 05-05-00 7 111280 3940 5344 05-26-00 28 5344 05-26-00 28 5344 Hold H 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019 Set Cylinder I No. ID Date Tested 5 5345 05-05-00 7 5345 05-26-00 28 5345 05-26-00 28 5345 Hold H 6 Test lbs. Strength p.s.i. Strength p.s.i. 102090 3610 5346 05-05-00 7 5346 05-26-00 28 5346 05-26-00 28 5346 Hold H 5347 05-05-00 7 5347 05-26-00 28 5347 05-26-00 28 5347 Hold H 9 5348 05-05-00 7 5348 05-26-00 28 5348 05-26-00 28 5348 Hold H 10 5349 05-05-00 7 5349 05-26-00 28 5349 05-26-00 28 5349 Hold H 5350 05-05-00 7 5350 05-26-00 28 5350 05-26-00 28 5350 Hold H 107310 3800 89960 3180 109260 3860 103830 3670 91110 3720 Cylinder Data Set CylinderI Time ofI I Concrete Air Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 5341 5,75 5:35^M 50 74 4.8 1565481 2 5342 6.25 6:30AM 50 72 4.5 1565536 3 5343 6.50 7:45AM 52 74 5.2 1565709 4 5344 5.00 9:10AM 62 72 5.2 1565855 5 5345 5.75 10:35AM 72 79 4.8 1566089 6 5346 5.75 12:45PM 80 82 4.9 1566339 7 5347 5.50 2:30PM 84 84 4.6 1566518 8 5348 6.00 3:40PM 84 86 5.1 1566714 9 5349 4:25 4:35PM 86 80 4.9 1566776 10 5350 6.25 6:15AM 86 82 5.2 1566837 Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je/rt