DR0001-LR030820mss
Client: City of Coppell
Project: Cribbs Alley
TMI Report No.: 51538 -002
Report Date: 08/20/2003
Report Distribution: (1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
4200 psi @ 28 Days
3 in min 5 in max
3 % min 5 % max
n/a
n/a
Placement Date
07/21/2003
Sampled By
Greg Mason
Weather
Clear
Supplier /Mix
Lattimore Materials /1701
Air Content Method
ASTM C -231 -B
Ticket Number:
3162853
Slump:
4.5 in
Concrete Temperature:
98° F
Placement Location:
Inlet
Time Batched: 3:00 pm
Air Content: 2.8 %'
Ambient Temperature: 101° F
Time Sampled: 3:40 pm
Unit Weight: plat
Yardage (c.y.): 4 of 4
Sample Location: North bound lane, inlet North of SE corner of MacArthur at Samuel South bound lane inlet North of MacArthur at
Cribbs, alley approach North of South bound inlet, North of MacArthur & Cribbs
An asterisk (`) appears next to field data which does NOT meet specifications.
Normal cylinder size: 6" x 12"
Field and laboratory tests by TIM] are per applicable ASTM Standards: C31, C39, C138. C143. C172, C1064, and C617 or C1231.
'J111A_ C, 8 D
TERRA -MAR, INC. 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 written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax: (972) 488 -8080
Concrete Compression Test Report
UISSD
Page 1 of 1
Cylinder
Age
Max Load
Area
Strength
Fracture
Set #
#
Test Date
(da ys)
(lbs. force)
(sq.in.)
(psi)
Type
1
07210301
07/28/2003
7
108650
28.27
3840
unbonded cap
1
07210302
08/18/2003
28
126950
28.27
4490
unbonded cap
1
07210303
08/18/2003
28
118680
28.27
4200
unbonded cap
1
07210304
Hold
28 day average
4350
Normal cylinder size: 6" x 12"
Field and laboratory tests by TIM] are per applicable ASTM Standards: C31, C39, C138. C143. C172, C1064, and C617 or C1231.
'J111A_ C, 8 D
TERRA -MAR, INC. 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 written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax: (972) 488 -8080
Concrete Compression Test Report
UISSD
Page 1 of 1
Client: City of Coppell
Project: Cribbs Alley
TMI Report No.: 51538 -003
Report Date: 08/20/2003
Report Distribution: (1) City of Coppell
Strength
3000 psi @ 28 Days
Slump
3 in min 5 in max
Air Content
n/a
Concrete Temperature
n/a
Ambient Temperature
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
07/22/2003
Attef Abushakra
Pt. Cloudy
Lattimores Materials /41701
ASTM C -231 -B
Ticket Number: 3162919 Time Batched: 3:44 pm Time Sampled: 4:05 pm
Slump: 6 in' Air Content: 3.2% Unit Weight: n/a
Concrete Temperature: 98° F Ambient Temperature: 103° F Yardage (c.y.): 3.50 of 3.50
Placement Location: Paving, alley
Sample Location: Paving, alley located 115' North of Cribbs Dr. & MacArthur off the West side of MacArthur extends from West
edge of MacArthur to 45' West of MacArthur
An asterisk (') appears next to field data which does NOT meet specifications.
Max Load
Cylinder
(l force)
Age
Set #
#
Test Date
( days)
1
07220301
07/29/2003
7
1
07220302
08/19/2003
28
1
07220303
08/19/2003
28
1
07220304
Hold
Max Load
Area
(l force)
( sq.in.)
100390
28.27
113090
28.27
112760
28.27
28 day average
Strength
Fracture
(psi)
Type
3550
unbonded cap
4000
unbonded cap
3990
unbonded cap
4000
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
- 4 IJ4 /_' � V
TERRA -MAR, INC. 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 written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax:(972) 488 -8080
Concrete Compression Test Report
0 ssD Page I of I