Minyard Site-LR080708
REED EnGinEERinG
GEOTECHNICAL AND G R CJ LJ P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
A TTN: Mr. Roger Dahlin
REPORT NO. 135
REG PROJECT NO. 15324
SAMPLE DATE: 07-10-08
TECHNICIAN: J. Ruiz
PAGE: 1 of 3
CONTRACTOR: C.F. Jordan
Location of Sam
Set Number
1
2
3
4
5
6
7
8
9
Ie
Location
Paving: 50'N, 85'E from S.E. corner of Bldg. B
Paving: 120'N, 50'E from S.E. corner of Bldg. B
Paving: 250'N, 60'E from S.E. corner of Bldg. B
Paving: 350'N, 75'E from S.E. corner of Bldg. B
Paving: 380'N, 100'E from S.E, corner of Bldg. B
Paving 400'N, 50'E from S.E. corner of Bldg. B
Paving: 440'N, 40'E from S.E. corner of Bldg. B
Paving: 520'N, 90'E from S.E. corner of Bldg. B
Pavin : 580'N, 70'E. from S.E. corner of Bid . B
Desi n Information
Source of Concrete Mix Identification ecified Stren
TXI 8206 3500
Age@ Total Load
Date Tested Test Ibs.
07-17-08 7 44340
08-07 -08 28
08-07 -08 28
Hold H
2 7788 07-17-08 7 47200 3760
7788 08-07 -08 28
7788 08-07 -08 28
7788 Hold H
3 7789 07-17-08 7 43690 3480
7789 08-07 -08 28
7789 08-07 -08 28
7789 Hold H
4 7790 07-17-08 7 40080 3190
7790 08-07 -08 28
7790 08-07 -08 28
7790 Hold H
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REPORT NO. 135
REG PROJECT NO. 15324
SAMPLE DATE: 07-10-08
PAGE: 2 of 3
Age@ Total Load
Date Tested Test Ibs.
07-17-08 7 43990
08-07 -08 28
08-07 -08 28
Hold H
6 7792 07-17-08 7 31930 2540
7792 08-07 -08 28
7792 08-07 -08 28
7792 Hold H
7 7793 07-17-08 7 36600 2910
7793 08-07 -08 28
7793 08-07 -08 28
7793 Hold H
8 7794 07-17-08 7 38050 3030
7794 08-07 -08 28
7794 08-07 -08 28
7794 Hold H
9 7795 07-17-08 7 42830 3410
7795 08-07-08 28
7795 08-07 -08 28
7795 Hold H
C linder Data
Set Cylinder Air Ticket
No. 10 Entrainment Number
1 7787 4.0 NA
2 7788 4.0 711370
3 7789 4.0 711419
4 7790 4.0 711455
5 7791 5.0 NA
6 7792 5.2 711609
7 7793 5.2 711678
8 7794 3.0 NA
9 7795 5.0 NA