DR0001-LR030602TERRAAVIAR
Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -014
Report Date: 06/02/2003
Report Distribution: (1) City of Coppell
Strength
3000 psi @ 28 Days
Placement Date
05/23/2003
Slump
1 in min 3 in max
Sampled By
Steve Pickett
Air Content
3 % min 5 % max
Weather
Clear
Concrete Temperature
n/a
Supplier /Mix
Lattimore Materials /1263
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Field Data Set #1
Ticket Number: 3159846 Time Batched: 3:41 pm Time Sampled: 4:45 pm
Slump: 3 in Air Content: 4.4 % Unit Weight: n/a
Concrete Temperature: 85` F Ambient Temperature: 82° F Yardage (c.y.): 10 of 10
Placement Location: Pavement replacement & manhole
Sample Location: North bound left hand lane of MacArthur, approximately 150' North of Samuel
Concrete Compression Test Results
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. ADZ° 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 pan therein is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ab /es Lo., Dallas, Texas 75229 phone: (972)488-8800 tax(972)488-8080
Concrete Compression Test Report
i; , 1'u8,e I of I
Cylinder
Age Max Load Area
Strength Fracture
(psl) Type
Set #
#
Test Date
( days) (lbs. force) (sq.ln.)
1
05230301
05/30/2003
7 87910 28.27
3110 unbonded cap
1
05230302
06/20/2003
28
1
05230303
06/20/2003
28
1
05230304
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
TERRA -MAR, INC. ADZ° 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 pan therein is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ab /es Lo., Dallas, Texas 75229 phone: (972)488-8800 tax(972)488-8080
Concrete Compression Test Report
i; , 1'u8,e I of I
Client: City of Coppell
Project: MacArtnur Samuel
Drainage Project
TMI Report No.: 45429 -013
Report Date: 06/02/2003
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Ticket Number:
Slump:
Concrete Temperature:
Placement Location.
Sample Location:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ab)es Ln., Dallas, Texas 75229 phone: ( 972) 488 -8800 fax (972) 488 -8080
Concrete Compression Test Report
3000 psi @ 28 Days
1 in min 3 in max
3 % min 5 % max
n/a
n/a
3159788
3.75 in"
75° F
J box walls (manhole)
Report Distribution: (1) City of Coppell
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
Time Batched:
3:06 pm
Air Content:
4.0
Ambient Temperature:
79° F
J box walls at Station 2 +79, Line B
An asterisk (') appears next to field data which does NOT meet specifications.
05/22/2003
Zuhair Shubbar
Pt. Cloudy
Lattimore Materials /1263
ASTM C -231 -B
Time Sampled: 3:35 pm
Unit Weight: n/a
Yardage (c.y.): 6 of 6
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
TERRA -MAR, INC. 440 Mike Fuller
Project Manager
The •exults presented in tnis report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this - eport, or any part therein is strictly prohibited without the express written consent of TMI
]'age I of I
Cylinder
y
Test Date
Age
(days)
Max Load Area Strength
(lbs. force) (sq.in.I (Psi)
Set A
h
05/29/2003
7
90860 28.27 3210
05220301
1
1
05220302
06/19/2003
28
1
05220303
06/19/2003
28
1
05220304
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
TERRA -MAR, INC. 440 Mike Fuller
Project Manager
The •exults presented in tnis report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this - eport, or any part therein is strictly prohibited without the express written consent of TMI
]'age I of I
TERRA4 AAR 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
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -008
Report Date: 06/02/2003
Specifications
Test Data
Strength
4200 psi @ 28 Days Placement Date
05/16/2003
Slump
3 in min 5 in max Sampled By
John Restau
. Air Content
3 % min 5 % max Weather
Cloudy /Windy
Concrete Temperature
n/a Supplier /Mix
Lattimore /1263
Ambient Temperature
n/a Air Content Method
ASTM C -231 -B
05/2312003
Field Data Set tit
3620 unbonded cap
Ticket Number:
3159605 Time Batched: 2:25 pm
Time Sampled: 3:07 pm
Slump:
3 in Air Content: 4.7%
Unit Weight: n/a
Concrete Temperature:
87" F Ambient Temperature: 85 F
Yardage (c.y.): 10 of 10
Placement Location:
Inlet boxes, North bound lane Samuels, approximately 45' of intersection with MacArthur, West bound lane
05160304
approximately 20' West of Samuels intersection
Sample Location:
Inlet box, North bound lane, Samuels
Normal cylinder size: o" x 12'
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143. C172, C1064, and C617 or C1231
f
d
TERRA -MAR, INC. Mike Fuller
Project Manager
- ne 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
r,s report. or any part therein is strictly prohibited without the express written consent of TMI.
Pagc I of I
Concrete Compression Test Results -
Cylinder
y
Age Max Load Area
(lbs. force) (sq.in.)
Streng9th Fracture
(psq Type
Set #
#
Test Date
(days)
1
05160301
05/2312003
7 102470 28.27
3620 unbonded cap
1
05160302
06/13/2003
28
1
05160303
06/13/2003
28
1
05160304
Hold
Normal cylinder size: o" x 12'
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143. C172, C1064, and C617 or C1231
f
d
TERRA -MAR, INC. Mike Fuller
Project Manager
- ne 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
r,s report. or any part therein is strictly prohibited without the express written consent of TMI.
Pagc I of I