SS9901-LR050525Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Ci~ of Coppell Report Distribution: (1) City of Coppell
DeForest Rd. Lift Station Imp. (1) Invoice Copy
Force Main Line "D"
TMI Report No..' 74792-019
Report Date: 05/25/2005
Specifications Test Data
Strength 3600 psi @ 28 Days Placement Date
05/1
6/2005
Slump 3 in min 5 in max Sampled By Chikezie Kalu
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Custom Crete/CC1060A
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 324516 Time Batched: n/a Time Sampled: 2:20 pm
Slump: 4 in Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 78" F Ambient Temperature: 81 ° F Yardage (c.y.): n/a
Placement Location: Pipe anchor at force main D
Sample Location:
Station 0+30
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 05160501 05/23/2005 7
1 05160502 06/13/2005 28
1 05160503 06/13/2005 28
I 05160504 Hold
Normal cylinder size: 6" x 12"
86310 28.27 3050 unbonded cap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143. C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
7 Mike Fuller
· Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
Page 1 of l
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
City of Coppell Report Distribution: (1) City of Coppell
DeForest Rd. Lift Station Imp. (1) Invoice Copy
Force Main Line "D"
TMI Report No.: 74792-016
Report Date: 05/25/2005
Specifications Test Data
Strength 4200 psi @ 28 Days Placement Date 04/25/2005
Slump 3 in min 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Custom Crete/6CC1060A
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
324226 Time Batched: 2:10 pm
5 in Air Content: 2.3 %*
85° F Ambient Temperature: 74° F
Manhole at 30" Force Main D at Station 74+50
Sample Location:
Manhole at 30" Fome Main D at Station 74+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 2:40 pm
Unit Weight: n/a
Yardage (c.y.):
Age Max Load Area Strength
Set # Cylinder Test Date (days) (lbs. force) (sq,in.) (ps~
Fracture
Type
1 04250501 05/02/2005 7 83660 28.27
1 04250502 05/23/2005 28 112160 28.27
1 04250503 05/23/2005 28 113050 28.27
1 04250504 Hold
2960 unbonded cap
3970 unbonded cap
4000 unbonded cap
28 day average 3990
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results do not meet specifications.
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested, This report was produced for the exclusive use of the client, Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI,
Page I of l