Freeport NIP(7.4)-LR000802 GEOTECHNICAL AND G I==[ I-'1 I I F~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VI
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 92
5495 BeltlJne Road, Suite 360 REG PROJECT NO. 6542
Dallas, Texas 75240 SAMPLE DATE: 08-02-00
ATTN: Mr. Paul Brown TECHNICIAN: H. Johnson
CONTRACTOR: Hill & Wilkinson, Inc.
Location of Sample
Set Number I Location !Quantity Represented
1 Paving: 120'S, 35'W of the S.W. building corner 30/740
2 Paving: 105'S, 60'E of the S.W. building corner 90/740
3 Paving: 100'S, 100'E of the $.W. building corner 170/740
4 Paving: 115'S, 140'E of the S.W. building corner 230/740
5 Paving: 130'S, 160'E of the S.W. building corner 300~740
6 Paving: 120'S, 230'E of the S.W. building corner 380~740
7 Paving: 100'S, 270'E of the S.W. building corner 450/740
8 Paving: 120'S, 300'E of the S.W. building come 530/740
9 Paving: 120'S, 340'E of the S.W. building corner 610/740
10 Paving: 115'S, 390'E of the S.W. building comer 680/740
Design Information
JSource of Concrete I Mix Identification I Specified Strength p.s.i.
Lattimore 440 4000
Test Results
Set ] Cylinder J J Agel~Test J TotalLoad Compressive J Average Strength
No. ID Date Tested lbs. Strength p.s.i, p.s.i.
1 8247 08-09-00 7 102910 3640
8247 08-30-00 28 123500 4370
8247 08-30-00 28 122870 4350 4360
8247 Hold H
2 8248 08-09-00 7 101680 3600
8248 08-30-00 28 125500 4440
8248 08-30-00 28 126350 44/u
8248 Hold H
3 8249 08-09-00 7 102740 3630
8249 08-30-00 28 129560 4580
8249 08-30-00 28 125140 4430 4510
8249 Hold H
4 8250 08-09-00 7 103968 3680
8250 08-30-00 28 129600 4580
8250 08-30-00 28 128770 4550 4570
8250 Hold H
5 8251 08-09-00 7 97180 3440
8251 08-30-00 28 112510 3980
8251 08-30-00 28 120450 4260 4120
8251 Hold H
2424 STUTZ DR. · SUITE 400 - DALLAS. TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019
Set I Cylinder ] I Age,Test Total Load Compressive IAverage Strength
No. ID Date Tested lbs. Strength p.s.i, p.s.i.
6 8252 08-09-00 7 94990 3360
8252 08-30-00 28 118760 4200
8252 08-30-00 28 115400 4080 4140
8252 Hold H
7 8253 08-09-00 7 92550 3270
8253 08-30-00 28 115910 4100
8253 08-30-00 28 117220 4150 4130
8253 Hold H
8 8254 08-09-00 7 99100 3500
8254 08-30-00 28 132010 4670
8254 08-30-00 28 130830 4630 4550
8254 Hold H
9 8255 08-09-00 7 105140 3720
8255 08-30-00 28 125700 4450
8255 08-30-00 28 127440 4510 4430
8255 Hold H
10 8256 08-09-00 7 106160 3750
8256 08-30-00 28 124420 4400
8256 08-30-00 28 126460 4470 4440
8256 Hold H
Cylinder Data
Set I Cylinder I Timeof I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 8247 5.00 3:15AM 74 82 4.8 3109368
2 8248 5.00 3:45AM 74 84 4.6 3109374
3 8249 5.00 4:50AM 73 84 4.8 3109382
4 8250 5.00 5:30AM 73 82 5.0 3109388
5 8251 5.50 6:15AM 74 83 5.0 3105395
6 8252 4.00 7:30AM 78 86 5.0 3109210
7 8253 5.00 8:10AM 75 88 5.0 7090527
8 8254 5.50 9:50AM 77 88 4.8 7090535
9 8255 ~ nm ~n-9,5i~4 ...... n'~ ...... an .-. ~ [t_ .. 7n.qn.~4.~
10 8256 5.50 11:50AM 89 91 4.6 3109457 I
Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by:
Mr. Paul Brown
(1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC.
Mr. Norman Coates
(1) TMBP - Consulting Engineers/ Original Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch Keith Atkins
(1) Hill & Wilkinson, Inc./Mr. Steve Camp KEA/rt
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis