PA0101-LR021105 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
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-020
Report Date: 11/05/2002
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/24/2002
Slump 4 in max Sampled By Greg Mason
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: 3152211 Time Batched: n/a
Slump: 5 in* Air Content: 4.1%
Concrete Temperature: 71 ° F Ambient Temperature: 65° F
Placement Location: Coppell Trails, behind day care
Sample Location: Station 40+00
Time Sampled: 10:32 am
Unit Weight: n/a
Yardage (c.y.): 40 of 80
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Stren~lth Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi'} Type
1 cpt10240201 10/31/2002 7 105380 28.27 3730
I cpt10240202 11/21/2002 28
I cpt10240203 11/21/2002 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.
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 reproducfion of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
msso Page I of 2
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALI_AS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-020
Report Date: 11/05/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/24/2002
Slump 4 in max Sampled By Greg Mason
Air Content 6 % max Weather Cloudy/Rain
Concrete Temperature n/a Supplier/Mix Lattimore Materials/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
31522231 Time Batched: 10:51 am
4.25 in* Air Content: 4.1%
70° F Ambient Temperature: 60° F
Coppell Trails behind day care
Time Sampled: 12:30 pm
Unit Weight: n/a
Yardage (c.y.): 80 of 80
Station 5+25
An astedsk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days~ (lbs. force) (sq.in.) (psi) Type
2 cpt10240204 10/31/2002 7 112490 28.27 3980
2 cpt10240205 11/21/2002 28
2 cpt10240206 11/21/2002 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. v -/~ / Mike Fuller
f 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 stdcUy prohibited without the express written consent of TMI.
I)ISSD Page 2 o1'2
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.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-021
Report Date: 11/05/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/29/2002
Slump 4 in max Sampled By Matt Adams
Air Content 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix LA'I-rlMORE MATERIALS/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
3152318 Time Batched: 9:33 am
5.5 in* Air Content: 4.2 %
65° F Ambient Temperature: 57° F
Hike & Bike Trail #3, 48' x 4' leave out
Time Sampled: 10:25 am
Unit Weight: n/a
Yardage (c.y.): 10 of 30
At 2' South & 21' West of NE corner of leave out
An asterisk (*) appears next to field data which does NOT meet specifications.
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 cpt10290201 11/05/2002 7 95910 28.37 3380
1 cpt10290202 11/26/2002 28
1 cpt10290203 11/26/2002 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.
0155D Pgg~ ] of l