ST0701-LR091103CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0018 Irerracan
Service Date: 10/20/09 8901 Carpenter Frwy.
Report Date: 11/03/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Result Specification
6 5 -7
1.5
81
80
151.0
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0435 Plant: 136
Truck No.:
1166 Ticket No.: 25128549
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Laboratory Test Data
Set Specimen
No. ID
Diameter
(in)
6.00
6.00
6.00
6.00
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Sample Date:
10/20/09 Sample Time: 1803
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location: Pier @ B.2 /C
Placement Location: Drilled Pers, see Foundation
Observations Report #94091193.0017,
dated 10/20/09, for pier locations
Age at
Area
Strength Fracture
(Ibs)
Test
(sq in)
4,780 4
152,760
(days)
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
1 0/21 /09
10/21 /09
10/21/09
10/21/09
Date
Tested
10/27/09
11/03/09
11/17/09
11 / 17/09
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
135,190
4,780 4
152,760
5,400 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
Test Methods:
(1) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(1) PacTivst Pacific Realty Associates LP
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 5- 2I -09, Rev.3 Page 1 of 1
REPORT OF DRILLED PIERS
Consultina Enaineers 8 Scientists
8901 Carpenter Fr y.. Suite #100
Dallas. Texas 75247
(214) 630 -1010
Project: Southwestern Boulevard - Abutments #1 & #4
Coppell Road to Grapevine Creek, Coppell, TX
Project No.: 94091193
Driller: Texas Shaft
Report No.: 94091) 93.0024
Date of Service: 11/03/09
Technician: J. Lopez
Page: 1 of 1
Pier Identification
A#1 /E
A#4 /F
A #5 /C
Pier Diameter (in.)
24
24
24
`Top of Ground Elevation (ft.)
509.1
508.5
507.9
'Top of Pier Elevation (ft.)
506.1
506.9
506.5
Depth to Bearing Stratum
from Ground (ft.)
17.0
16.1
15.4
Depth of Pier from Ground (ft)
27.0
25.5
25.5
Required Penetration (ft.)
8.0
8.0
8.0
Actual Penetration (ft.)
10.0
9.4
10.1
Depth from Top of Concrete (ft.)
24.0
24.0
24.0
Condition of Bottom (wet or dry)
Damp
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Casing Diameter (in.)
N/A
N/A
N/A
Cased Depth (ft.)
N/A
N/A
N/A
Number of Vertical Bars (ea.)
8
8
8
Reinforcing Bar Size ( #)
7
7
7
Length of Vertical Bars (ft.)
26.0
25.6
25.6
Time Drilling was Completed
8:15 a.m.
11:25 a.m.
2:40 p.m.
Time Concrete was Placed
11:15 a.m.
1:08 p.m.
3:51 p.m.
'Elevation was provided by others.