Freeport NIP(7.3)-LR010418 GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 58
5495 Belt Line Road, Suite 360 REG PROJECT NO. 7570
Dallas, Texas 75240 SAMPLE DATE: 04-18-01
ATTN: Mr. Jeff Langston TECHNICIAN: S. Davis
CONTRACTOR: Raymond Construction
Location of Sample
Set Number I Location I Quantity Represented
1 Piers: J-6, K-6, K-7 and J-7 10
Design Information
Js°urce °f c°ncrete IPotter Mix Identification 9337 I Specified Strength P's'i'
Test Results
Set Cylinder[ Age@ Total Load I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 6082 04-25-01 7 127370 4510
6082 05-16-01 28 147890 5230
6082 05-16-01 28 151120 5350 5290
6082 Hold H
Cylinder Data
Set Cylinder I Timeof I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
6082 4.00 10:45 AM 69 70 N/A 610652
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
Keith Atkins
KEA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND J~j F~J r-'l U ~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 57
5495 Belt Line Road, Suite 360 REG PROJECT NO. 7570
Dallas, Texas 75240 SAMPLE DATE: 04-18-01
ATTN: Mr. Jeff Langston TECHNICIAN: A. Chairez
CONTRACTOR: Raymond Construction
Location of Sample
Set Number J Location J Quantity Represented
1 Slab on grade: E.7-14.3 64/644
2 Slab on grade: F.9 to 13.9 120/644
3 Slab on grade: H to 15.2 224/644
4 Slab on grade: 1.2 to 14.8 352/644
5 Slab on grade: J.4 to 13.8 424/644
6 Slab on grade: B.8 to 20.8 560/644
7 Slab on grade: L.8 to 20.8 644/644
Design Information
J Source of Concrete J Mix Identification J Specified Strength p.s.i.
Potter 9349 3000
Test Results
Set CylinderI Age@ TotalLoadI Compressive Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 6115 04-25-01 7 139640 4940
6115 05-16-01 28 163900 5800
6115 05-16-01 28 164530 5820 5810
6115 Hold H
3 6116 04-25-01 7 140190 4960
6116 05-16-01 28 166030 5880
6116 05-16-01 28 166880 5910 5900
6116 Hold H
3 6117 04-25-01 7 152930 5410
6117 05-16-01 28 168780 5970
6117 05-16-01 28 181770 6430 6200
6117 Hold H
4 6118 04-25-01 7 95800 3390
6118 05-16-01 28 145490 5150
6118 05-16-01 28 141100 4990 5070
6118 Hold H
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 6119 04-25-01 7 137970 4880
6119 05-16-01 28 132980 4710
6119 05-16-01 28 125040 4430 4570
6119 Hold H
6 6120 04-25-01 7 129080 4570
6120 05-16-01 28 138430 4900
6120 05-16-01 28 138860 4910 4910
6120 Hold H
7 6121 04-25-01 7 126560 4480
6121 05-16-01 28 145300 5140
6121 05-16-01 28 149790 5300 5220
6121 Hold H
Cylinder Data
Set Cylinder Timeof [ I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 6115 4.50 4:30 AM 56 66 N/A 610491
2 6116 5.50 5:00 AM 56 68 N/A 610498
3 6117 5.00 6:00 AM 64 72 N/A 610511
4 6118 5.50 7:00 AM 64 73 N/A 6105127
5 6119 5.50 7:45 AM 66 74 N/A 610536
6 6120 5.00 9:00 AM 67 74 N/A 610553
= 7 6121 6.00 10:00 AM 69 75 N/A 610559
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
Keith Atkins
KENje