PA0101-LR021025 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
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N, Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocso. Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-I 15-015
1 O/25/20O2
Specifications
Test Data
Strength 3000 psi @ 28 Days Placement Date
Slump 4 in max Sampled By
Air Content 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
10/17/2002
Attef Abushakra
Clear
Lattimore Materials/563
ASTM C-231-B
Ticket Number: 3152041 Time Batched: 9:31 am
Slump: 7.5 in* Air Content: 5.0 %
Concrete Temperature: 67° F Ambient Temperature: 60° F
Placement Location: Slab
Sample Location: Station 13+00
An astedsk (*) appears next to field data which does NOT meet specifications,
Time Sampled: 10:15 am
Unit Weight: n/a
Yardage (c.y.): 40 of 140
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days~ (lbs. force) (sq.in.) (psi) Type
1 cptl 0170201 10/24/2002 7
I cpt10170202 11/14/2002 28
I cpt10170203 11/14/2002 28
Normal cylinder size: 6" x 12"
78340 28.27
2770 unbonded cap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Superintendent informed of slump.
TERRA-MAR, INC.
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.
,rose Page 1 of 3
Client:
Project:
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
JMC Construction, L.P.
~oppell Trails
363 N. Denton Tap Road
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schfickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-015
Report Date: 10/25/2002
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature nla
Ambient Temperature n/a
Test Data
Placement Date 10/17/2002
Sampled By Attef Abushakra
Weather Clear
Supplier/Mix Lattimore Materials1563
Air Content Method ASTM C-231-B
Ticket Number: 3152062 Time Batched: 11:25 am
Slump: 3.5 in Air Content: 5.0 %
Concrete Temperature: 74° F Ambient Temperature: 75° F
Placement Location: Slab or paving
Sample Location: Station 14+50
Time Sampled: 11:45 am
Unit Weight: n/a
Yardage (c.y,): 90 of 140
Age, Max Load Area Strength
Set # Cyl~der Test Date (days~ (lbs. force) (sq.in.) (psi)
Fracture
Type
2 cptl 0170204 10/24/2002 7 84250 28,27 2980
2 cpt10170205 11/14/2002 28
2 cpt10170206 11/14/2002 28
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.
unbonded cap
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 2 ot'3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONG'vIEW
11050 Ables Ln., DaSas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-015
Report Date: 10/25/2002
Specifications
Test Data
Strength 3000 psi @ 28 Days Placement Date
Slump 4 in max Sampled By
Air Content 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
10/17/2002
Attef Abushakra
Clear
Lattimore Materials/563
ASTM C-231-B
Ticket Number: 3152080 Time Batched: 12:37 pm
Slump: 5 in* Air Content: 4.8 %
Concrete Temperature: 78° F Ambient Temperature: 80° F
Placement Location: Paving
Sample Location: Station 16+50
An astedsk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 1:31 pm
Unit Weight: n/a
Yardage (c.y.): 120 of 140
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi)
Fracture
Type
3 cptl 0170207 10/2412002 7 95370 28.27 3370
3 cpt10170208 11/14/2002 28
3 cpt10170209 11/14/2002 28
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.
unbondedcap
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 stdcUy prohibited without the express written consent of TMI.
Page 3 0£3
Client:
Project:
TMI Report No.:
Report Date:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ab/es Ln., Da/las, Texas 75229 phone: (972) 488°8800 fax:(972) 488-8080
JMC Construction, L.P.
Coppell Trails
363 N, Denton Tap Road
DC02-115-016
10/25/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(l) JMC Construction, LP
Specifications
Test Data
Strength 3000 psi @ 28 Days Placement Date 10/18/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152146 Time Batched: 9:49 am Time Sampled: 10:39 am
Slump: 3 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 75° F Ambient Temperature: 70° F Yardage (c.y,): 10 of 60
Placement Location: Paving, Jogging & Biking Trail
Sample Location: Station 00+60
Age.
Set # Cyl~der Test Data (days)
I cpu 0180201 10/25/2002 7
1 cpt10180202 11/15/2002 28
1 cpu 0180203 11/15/2002 28
Normal cylinder size: 6" x 12"
Max Load Area Strength Fracture
(lbs. force) (sq.in.) (psi] Type
115430 28.27 4080 unbonded cap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
~x ~ L~ ike'F'~'~ler
TERRA-MAR, INC. ~ ~roject 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.
omso Page 1 ot'l