DR0001-LR030705TERRAAVIAR
Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -021
Report Date: 07/05/2003
Report Distribution: (1) City of Coppell
Strength
3000 psi @ 28 Days
Placement Date
06/04/2003
Slump
1 in min 3 in max
Sampled By
John Restau
Air Content
3 % min 5 % max
Weather
Pt. Cloudy
Concrete Temperature
n/a
Supplier /Mix
Lattimore Materials /1263
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Placement Location: South bound MacArthur, outside lane, approximately 20' North of intersection of Cribbs & MacArthur
Sample Location: Paving, South bound lane, MacArthur, outside lane, 20' North of Cribbs
An asterisk ( -) appears next to field data which does NOT meet specifications
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.
r Y o l�
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
aisso Page I of I
Cylinder
y
Age
Max Load
( Ibs. force)
Area
(sq.in.)
Strength
(psi)
Fracture
Type
Set #
#
Test Date
( days)
1
06040301
06/11/2003
7
81500
28.27
2880
unbonded cap
1
06040302
07/02/2003
28
113880
28.27
4030
unbonded cap
1
06040303
07/02/2003
28
114340
28.27
4040
unbonded cap
1
06040304
Hold
28 day average
4040
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.
r Y o l�
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
aisso Page I of I
TERRArMIAR
Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -019
Report Date: 07/05/2003
Report Distribution: (1) City of Coppell
V
Strength
Slump
Air Content
Concrete Temperature
3000 psi @ 28 Days
1 in min 3 in max
3 % min 5 %max
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 -8
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
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.
TERRA -MAR, INC.
t Z_' � Z " '�
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
Page I of 1
OISSD
Cylinder
Age
Max Load
(lbs. force)
Area
(sq.in.)
Stren th
(psi13
Fracture
Type
Set #
#
Test Date
(days)
1
06030301
06/10/2003
7
71950
28.27
2540
unbonded cap
1
06030302
07/01/2003
28
92120
28.27
3260
unbonded cap
1
06030303
07/01/2003
28
94160
28.27
3330
unbonded cap
1
06030304
Hold
28 day average
3300
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.
TERRA -MAR, INC.
t Z_' � Z " '�
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
Page I of 1
OISSD