PA0101-LR021205 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.
Coppeil Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., inc.
(1) J MC Construction, LP
TMI Report No.:
Report Date:
DC02-115-026
12/05/2002
Specifications
Test Data
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
11/07/2002
Randolph Shaheed
Clear
Lattimore Materials/863
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
6185208 Time Batched: 11:14 am
4 in Air Content: 5.3 %
70° F Ambient Temperature: 71 ° F
Paving, North of ball fields, play grounds at hike & bike trails
Station 7+50
Time Sampled: 12:48 pm
Unit Weight: n/a
Yardage (c.y.): 41 of 118
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 cpt11070201 11/14/2002 7 91670 28.27 3240 unbonded cap
1 cpt11070202 1~05/2002 28 118740 28.37 4190 unbonded cap
1 cpt11070203 12/05/2002 28 118890 28.37 4190 unbonded cap
I cpt11070204 Hold
28 day average 4190
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C1~,3, C172, C1064, and C617 or C1231,
TERRA-MAR, INC.
-[ /-~ ~jieKc~aU~ la, re r
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.
Pa~c t o1'3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
l l050 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) Cit~ of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-026
Report Date: 12/05/2002
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 11/07/2002
Sampled By Randolph Shaheed
Weather Clear
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
3151724 Time Batched: 1:25 pm
3 in Air Content: 4.6 %
70° F Ambient Temperature: 73° F
Paving, hike & bike trail, North of playing field
Station 8+50
Time Sampled: 2:20 pm
Unit Weight: n/a
Yardage (c.y.): 83 of 118
Age Max Load
Set # Cyl~.derin Test Date (days) (lbs. force)
2 cpt11070205 11/14/2002 7
2 cpt11070206 12/05/2002 28
2 cpt11070207 12/05/2002 28
2 cpt11070208 Hold
Area Strength Fracture
(sq.in.) (psi} Type
97930 28.27
91110 28.37
90530 28.37
3460 unbonded cap
3210 unbonded cap
3190 unbonded cap
28 day average 3200
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 C123t.
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 ~_ o1'3
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.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-026
Report Date: 12/05/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickei, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 11/07/2002
Slump 4 in max Sampled By Randolph Shaheed
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3151724 Time Batched: 1:24 pm Time Sampled: 2:07 pm
Slump: 3.5 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 70° F Ambient Temperature: 73° F Yardage (c.y.): n/a
Placement Location: Paving, hike & bike trail
Sample Location: Station 4+50
Age. Max Load Area Strength Fracture
Set # Cyl;der Test Date (days) (lbs. force) (sq.in.) (psi) Type
3 cptl 1070209 11/14/2002 7 109550 28.27 3870 unbonded cap
3 cpt11070210 12/05/2002 28 119130 28.37 4200 unbonded cap
3 cpt11070211 12/05/2002 28 118970 28.37 4190 unbonded cap
3 cpt11070212 Hold
28 day average 4200
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.
' ~'~,e Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This repod 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 3 of 3
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables I_n,, Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
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.: DC02-115-031
Report Date: 12/05/2002
Specifications
Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
rest Data
Date Tested: 12/02/2002
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
9288 ASTM D*698-A Brown Sandy Clay 13.5 114.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf} (pcf) Density
Retest
36.1 Grade Retest of test ff,36, this date 9288 6" 17.2 123.5 105.4 92.1
37.1 Grade Retest of test f437, this date 9288 6" 15.5 122.1 105.7 92.3
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler Gauge SN: 33086 Std. Density Count: 2880
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 wdtten consent of TMI.
Std. Moisture Count: 710
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
In-Place Soil Moisture/Density Tests by Nuclear Method
JMC Construction, L.P.
Coppeil 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.: DC02-115-032
Report Date: 12/05/2002
Specifications ....
Percent Compaction: +92% min +98% max
Mo sture Content: opt +2% to +4%
Test Data
Date Tested: 12/02/2002
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
9288 ASTM D-698-A Brown Sandy Clay 13.5 114.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Trail #1
36.0 Grade at Station 2+50 9288 6" 8.1' 93.2 86.2 75.3'
37.0 Grade at Station 3+50 9288 6" 6.6* 101.1 94.8 82.8 *
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880 Std. Moistu[e Count: 710
TERRA-MAR, INC. " / Mike Fulle~ /
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.
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