DR0001-LR030610Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -019
Report Date: 06/10/2003
Report Distribution: (t) City of Coppell
G
Strength 3000 psi@ 28 Days
Slump 1 in min 3 in max
Air Content 3 % min 5 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
06/03/2003
Zuhair Shubbar
Clear
Lattimore Materials /1263
ASTM C -231 -B
Placement Location: Paving, curb for inlet
Sample Location: 500 MacArthur, South bound lane
An asterisk ( ") appears next to field data which does NOT meet specifications.
.; ,concrete' Compression Test Results s� n�� : g'
Cylinder Age Max Load Area
Set # # Test Date (days) ( lbs. force) (sq.in.)
Strenggth
(ps0
1 06030301 06/10/2003 7 71950 28.27 2540
1 06030302 07/01/2003 28
1 06030303 07/01/2003 28
1 06030304 Hold
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.
Fracture
Type
unbonded cap
."Zig u o
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
oissn Page I of 1
It Data Set #t
Ticket Number: 3160400
Time Batched: 2:51 pm
Time Sampled:
3:25 pm
Slump: 3.25 in'
Air Content: 3.3%
Unit Weight:
n/a
Concrete Temperature: 87° F
Ambient Temperature: 93° F
Yardage (c.y.):
4 of 4
Placement Location: Paving, curb for inlet
Sample Location: 500 MacArthur, South bound lane
An asterisk ( ") appears next to field data which does NOT meet specifications.
.; ,concrete' Compression Test Results s� n�� : g'
Cylinder Age Max Load Area
Set # # Test Date (days) ( lbs. force) (sq.in.)
Strenggth
(ps0
1 06030301 06/10/2003 7 71950 28.27 2540
1 06030302 07/01/2003 28
1 06030303 07/01/2003 28
1 06030304 Hold
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.
Fracture
Type
unbonded cap
."Zig u o
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
oissn Page I of 1
TERRMVIPR
Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -004
Report Date: 06/10/2003
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
Report Distribution: (1) City of Coppell
V
Strength
3000 psi @ 28 Days
Placement Date
05/13/2003
Slump
1 in min 3 in max
Sampled By
Steve Pickett
Air Content
3 % min 5 % max
Weather
Cloudy /Windy
Concrete Temperature
n/a
Supplier /Mix
Lattimore Materials /1263
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -8
m
�jelc[.Data Set WT
Ulu
Ticket Number: 7126294 Time Batched: 3:41 pm Time Sampled: 4:20 pm
Slump: 2 in Air Content: 4.0% Unit Weight: n/a
Concrete Temperature: 80° F Ambient Temperature: 85° F Yardage (c.y.): 10 of 16
Placement Location:
Paving, MacArthur & DeForest, type B manhole
Sample Location:
At Station 0 +10
bncretei,Pprilrippession
Test Results
,.1..
I.,.
Cylinder
Age
( days)
Max Load
( lb s. force)
Area
(sq.in.)
Stren
(p si)
Fracture
Type
Se t # #
Test Date
1 05130301
05/2012003
7
92190
28.27
3260
unbonded cap
1 05130302
06/10/2003
28
130600
28.27
4620
unbonded cap
1 05130303
06/10/2003
28
127880
28.27
4520
unbonded cap
1 05130304
Hold
28 day average
4570
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.
azyz "
3
TERRA -MAR, INC. ke uller
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.
015SD Page I of I