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Alford Media-LR 980115GEOTECHNICAL AND ~ ~ r'! i i F=~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 14 REG PROJECT NO. 3855 SAMPLE DATE: 01-15-98 TECHNICIAN: H. Johnson CONTRACTOR: Bullard Construction Location of Sample .......................................... '1 .......... Pav'ing:"25'N, 45'E of the SE building'corner ..........~0/350 ......... 2 Paving: 15',S, 50',E,, of the SE building corner 110/350 3 Paving: 30 S, 140 W of the SE building corner 230/350 4 Paving: 70'S, 25'W of the NW building corner 310/350 Design Information I 1 Redi-Mix 915 4000 2 Redi-Mix 915 4000 3 Redi-Mix 915 4000 4 Redi-Mix 915 4000 Test Results I 7992 01-22-98 7 120640 4270 7992 01-22-98 7 120920 4280 4280 7992 02-12-98 28 148710 5260 7992 02-12-98 28 153270 5420 5340 2 7993 01-22-98 7 120990 4280 2 7993 01-22-98 7 124040 4390 4340 7993 02-12-98 28 159070 5630 7993 02-12-98 28 164010 5800 5720 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Test Results 3 7994 01-22-98 7 128530 4550 7994 01-22-98 7 131920 4670 4610 7994 02-12-98 28 174380 6170 7994 02-12-98 28 174560 6180 6180 4 7995 01-22-98 7 133710 4730 7995 01-22-98 7 132090 4670 4700 7995 02-12-98 28 174740 6180 7995 02-12-98 28 177490 6280 6230 Cylinder Data 1 7992 5.50 37 53 4.2 8:00 AM 16651 2 7993 4.50 38 56 4.0 9:20 AM 16666 3 7994 4.50 43 57 4.0 11:45 AM 16689 4 7995 4.00 49 60 4.0 16705 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KENsa GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 ATTN: Mr. Ron Pearson REPORT NO. 14 REG PROJECT NO. 3855 SAMPLE DATE: 01-15-98 TECHNICIAN: H. Johnson CONTRACTOR: Bullard Construction Location of Sample I' 1 .......... Paving:~;~;11~1~1'1~1 of the SEbuildin~i(~0rner 30/350.......... / 2 Paving: 15'S, 50'E of the SE building corner 110/350 / 3 Paving: 30'S, 140'W of the SE building corner 230/350 [ 4 Paving: 70'S, 25'W of the NW building corner 310/350 Design Information :::: ::.'-:. ::: ::.:: ::.'..'.:: ::: ::: .'.::: ::: ::: :::: :::: :: ::-:.'.:: ::: ::: :::: ::: :: ::.:::::: :::::: :::::::::::::::::.:..:.:~: :: ::.::: .:.: :::: ::.:.:.:.'.'.:: ::: ::: ::.:~ :::: i:iii~ ::: ::: ::: ::: :: ::: ::: ::: ::: :~:: :: :~:~::':"::i:iiiii~ii~ii~i:~i~::':E.'~i~i:i'::i~i::'::::::ii~ii~i:;i~;i;~:; 1 Redi-Mix 915 4000 2 Redi-Mix 915 4000 3 Redi-Mix 915 4000 4 Redi-Mix 915 4000 Test Results 1 7992 01-22-98 7 120640 4270 7992 01-22-98 7 120920 4280 4280 7992 02-12-98 28 7992 02-12-98 28 2 7993 01-22-98 7 120990 4280 2 7993 01-22-98 7 124040 4390 4340 7993 02-12-98 28 7993 02-12-98 28 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Test Results 3 7994 01-22-98 7 128530 4550 7994 01-22-98 7 131920 4670 4610 7994 02-12-98 28 7994 02-12-98 28 4 7995 01-22-98 7 133710 4730 7995 01-22-98 7 132090 4670 7995 02-12-98 28 7995 02-12-98 4700 Cylinder Data 1 7992 5.50 37 53 4.2 8:00 AM 16651 2 7993 4.50 38 56 4.0 9:20 AM 16666 3 7994 4,50 43 57 4.0 11:45 AM 16689 4 7995 4.00 49 60 4.0 16705 Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/sa GEOTECHNICAL AND ~ J~ J~ I I F=a ENVIKONHENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Alford Media State Road Coppell, Texas REPORTED TO: Bullard Construction P.O. Box 585 Addison, Texas 75244 A'I-I'N: Mr. Ron Pearson CONTRACTOR: Bullard Construction REPORT NO. 13 REG PROJECT NO. 3855 REPORT DATE: 01-15-98 TECHNICIAN: S. Hope PAGE: 1 of 1 1 D-698 Reddish brown & yellowish brown 17.0 102.0 clayey sand 2 D-698 Light brown & brown silty sand 11.0 114.0 3 D-698 Light brown clay w/limestone 16.0 108.5 fragments 29 12-15-97 Entrance Road: 50'E(1) 0.0 106.1 17.0 3 97.8 30 Entrance Road: 250'E(1) 0.0 106.8 17.3 3 98.4 31 Entrance Road: 450'E(1) 0.0 105.9 16.8 3 97.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from intersection of entry road and State Road. Distribution: (1) Bullard Construction/ Mr. Ron Pearson (1) Alford Media/Mr. Tom Alford and Mr. Steve Alford (1) Batten Architects/Mr. Mike Batten (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. AE/ysh 2424 STUTZ DR.. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019