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Coppell Bible-LR021227REEL'1 Er'IGIr1EER11--IG GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS ,1 CONCRET DER TEST PORT o ell Bible Fellows i 751 Sandy Lake Road Coppell, Texas REPORTED TO: EMJ Corporation REPORT NO. 20 1303 Walnut Hill Lane, Suite 130 REG PROJECT NO. 9674 Irving, Texas 75038 SAMPLE DATE: 12-27-02 ATTN: Mr. Tony Scorsone TECHNICIAN: R. Bullion CONTRACTOR: EMJ Corporation ~ocarion or sample Set Number Location Quanti Re resented 1 Paving: 40'S, 50'E of N.E. building corner 30/400 2 Paving: 80'S, 60'E of N.E. building corner 90/400 3 Paving: 140'S, 70'E of N.E. building corner 110/400 4 Paving: 210'S, 50'E of N.E. building corner 160/400 5 Paving: 90'S, 15'W of S.E. building corner 220!400 6 Paving: 110'S, 55'W of S. E, building corner 290/400 7 Paving: 140'S, 100'W of S.E. building corner 320!400 8 Pavin : 150'S, 140'W of S.E. buildin corner 390/400 Desi n Information Source of Concrete Mix Identification Specified Strength p s i TXI 8205 4000 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Stren th .s.i. Average Stren th .s.i. 1 5588 01-03-03 7 90730 3210 5588 01-03-03 7 102460 3630 3420 5588 01-24-03 28 143290 5070 5588 01-24-03 28 146820 5200 5140 5588 Hold H 2 5589 01-03-03 7 112560 3980 5589 01-03-03 7 114850 4060 4020 5589 01-24-03 28 150050 5310 5589 01-24-03 28 162420 5750 5530 5589 Hold H 3 5590 01-03-03 7 115110 4070 5590 01-03-03 7 115270 4080 4080 5590 01-24-03 28 144060 5100 5590 01-24-03 28 153650 5440 5270 5590 Hold H 2424 STUTZ DR. SUITE 400. DALLAS, iX 75235. reL (214] 350 5600. Fax [214j 350 0019 Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Stren th .s.i. Average Stren th .s.i. 4 5591 01-03-03 7 88540 3130 5591 01-03-03 7 93890 3320 3230 5591 01-24-03 28 121250 4290 5591 01-24-03 28 123570 4370 4330 5591 Hold H 5 5592 01-03-03 7 107980 3820 5592 01-03-03 7 108360 3830 3830 5592 01-24-03 28 154100 5450 5592 01-24-03 28 155340 5500 5480 5592 Hold H 6 5593 01-03-03 7 108540 3840 5593 01-03-03 7 109100 3860 3850 5593 01-24-03 28 121380 4300 5593 01-24-03 28 128890 4560 4430 5593 Hold H 7 5594 01-03-03 7 114360 4050 5594 01-03-03 7 115230 4080 4070 5594 01-24-03 28 160080 5670 5594 01-24-03 28 160720 5690 5680 5594 Hold H 8 5595 01-03-03 7 88850 3140 5595 01-03-03 7 91510 3240 3190 5595 01-24-03 28 107430 3800 5595 01-24-03 28 120150 4250 4030 5595 Hold H Cvlinder Data Set No. Cylinder ID Slum Time of Sam le Air Tem Concrete Tem Air Entrainment Ticket Number 1 5588 4.50 7:10AM 42 55 4.9 208235 2 5589 4.00 8:10AM 44 53 4.6 208243 3 5590 4.00 8:55AM 44 52 4.2 134431 4 5591 5.00 10:10AM 48 55 5.4 208248 5 5592 4.50 10:45AM 50 55 4.7 208251 6 5593 4.50 12:OOPM 53 56 4.6 208262 7 5594 4.50 12:45PM 55 60 4.6 208266 8 5595 5.00 1:45PM 55 60 5.2 208278 Mail Distribution: (1) EMJ Corporation/Mr. Tony Scorsone (1) City of Coppell/Mr. Garreth Campbell (1) Clark Electrical Construction/ Mr. David Patterson Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith Atkins KEA/je