PA0101-LR021022 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) Schrickei, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-007
Report Date: 10/22/2002
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 10/14/2002
Sampled By Adolph Ortiz
Weather Cloudy
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3151786
Slump: 4.5 in*
Concrete Temperature: 72" F
Placement Location: Coppell Trail
Time Batched: n/a
Air Content: 3.8 %
Ambient Temperature: 68° F
Sample Location: Shady Brown West #1, Station 5
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 11:00 am
Unit Weight: n/a
Yardage (c.y,): 40 of 140
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi}
Fracture
Type
1 cpt10140201 10/21/2002 7 78490 28.27 2780
I cpt10140202 11/11/2002 28
1 cpt10140203 11/11/2002 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.
0mso Page I of 3
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 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.: DC02-115-007
Report Date: 10/22/2002
Concrete Compression Test Report
Report Distribution: (1) city of Coppoll (1) City of Coppell
(1) Schrickel, Rollins & Assocs.. Inc.
(I) J MC Construction, LP
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 10/14/2002
Sampled By Adolph Ortiz
Weather Cloudy
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3151799 Time Batched:
Slump: 5 in* Air Content:
Concrete Temperature: 4° F Ambient Temperature:
Placement Location: Coppell Trail, sidewalk trail
11:53 am Time Sampled: 12:30 pm
4.5 % Unit Weight: n/a
70.7° F Yardage (c.y.): 80 of 140
Sample Location: Shady Brown West #1, Station 7
An asterisk (*) appears next to field data which does NOT meet specifications.
in
Age Max Load Area Strength
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi]
Frac~re
Type
2 cpt10140204 10/21/2002 7 71390 28.27 2520
2 cpt10140205 11/11/2002 28
2 cpt10140206 11/11/2002 28
Normal cylinder size: 8" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064. and C617 or C1231.
Informed Superintendent of concrete slump.
unbonded cap
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.
Page 2 or'3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVJEW
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
Repot Distribution: (1) City of Coppell (1) City of Coppell
(1) Schricket, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-007
Report Date: 10/22/2002
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/14/2002
Slump 4 in max Sampled By Adolph Ortiz
Air Content 6 % max Weather Cloudy
Concrete Temperature nla Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3151808 Time Batched: 1:14 pm Time Sampled: 1:45 pm
Slump: 5.5 in* Air Content: 4.1% Unit Weight: n/a
Concrete Temperature: 72° F Ambient Temperature: 70° F Yardage (c.y.): 120 of 140
Placement Location: Coppell Trails sidewalk trail
Sample Location: Shady Brown West #1, Station 9
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cyt~der Test Date (days) (lbs. force) (sq.in.) (psi] Type
3 cpt10140207 10/21/2002 7
3 cpt10140208 11/11/2002 28
3 cpt10140209 11/11/2002 28
Normal cylinder size: 6" x 12"
65300 28.27 2310 unbondedcap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
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.
omSD Page 3 of 3