PA0101-LR021121Client:
Project:
TMI Report No.:
Report Date:
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.
Coppeil Trails
363 N. Denton Tap Road
DC02-115-020
11/21/2002
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
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 Time Sampled: 10:32 am
Slump: 5 in* Air Content: 4.1% Unit Weight: n/a
Concrete Temperature: 71 ° F Ambient Temperature: 65° F Yardage (c.y.): 40 of 80
Placement Location: Coppell Trails,
Sample Location: Station 40+00
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
1 cpt10240201 10/31/2002 7 105380 28.27 3730 unbonded cap
1 cpt10240202 11/21/2002 28 177820 28.27 6290 unbonded cap
1 cpt10240203 11/21/2002 28 176980 28.27 6260 unbonded cap
28 day average 6280
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.
- ~/c-' ~' -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.
~SSD Page I ot'2
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
Client: JMC Construction, LP.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-020
Report Date: 11/21/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, 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: 31522231 Time Batched: 10:51 am
Slump: 4.25 in* Air Content: 4.1%
Concrete Temperature: 70° F Ambient Temperature: 60° F
Placement Location: Coppetl Trails
Sample Location: Station 5+25
Time Sampled: 12:30 pm
Unit Weight: n/a
Yardage (c.y.): 80 of 80
An asterisk (') appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cylinder Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 cpt10240204 10/31/2002 7 112490 28.27 3980 unbonded cap
2 cpt10240205 11/21/2002 28 167370 28.27 5920 unbonded cap
2 cpt10240208 11/21/2002 28 163990 28.27 5800 unbonded cap
28 day average 5860
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C$17 or C1231.
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 reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
0]SSD Pa.~e 2 oi'2
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
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
In-Place Soil Moisture/Density Tests by Nuclear Method
TMI Report No.: DC02-115-028
Report Date: 11/21/2002
~pecifications
Percent Compaction: +88% min
Moisture Content: opt -2% to +2%
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel. Rollins & Assocs., Inc,
(1) JMC Construction, LP
Date Tested:
Test Data
11/13/2002
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
9279 ASTM D-698-A Brown Sandy Clay 11.0 120.0
9295 ASTM D-698-A Brown & Gray Sandy Clay 14.5 110.0
9280 ASTM D-698-A Brown Sandy Clay 11.0 119.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
24.0 Grade
25.0 Grade
26.0 Grade
27.0 Grade
28.0 Grade
29.0 Grade
30.0 Grade
Trail #1
at slope embankment at Station 10+00 9279 6" 11,4 125.8 112.9 94.1
at slope embankment at Station 7+00 9280 6" 11.6 120.0 107.5 90.3
at stope embankment at Station 4+00 9280 6" 11.2 130.8 117.6 98.8
Trail #4
at slope embankment at Station 0+50 9295 6" 14.8 124.7 108.6 98,7
at slope embankment at Station 3+50 9295 6" 14.8 123.8 107.8 98.0
at slope embankment at Station 6+50 9295 6" 13.7 121.8 107.1 97.4
at slope embankment at Station 9+50 9295 6' 15.9 127.3 109.8 99.8
Test results on this repod meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Specification provided by City Inspector
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880
TERRA-MAR, INC.
Std. Moisture Count: 710
~- p rMojiekc~ MFaU~ ~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 wdtten consent of TMI.
OTSSD Page I o1'1
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.
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.: DC02-115-029
Report Date: 11/21/2002
~ pecitications Test Data
Percent Compaction: +88% min Date Tested: 11/14/2002
Moisture Content: opt -2% to +2% Technician: Mohammed A. Kashem
Optimum Maximum Dr3,
Curve No. Test Method Matedal Description Moisture % Density pcf
9293 ASTM D-698-A Brown Sandy Clay 15.0 107.5
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf} Density
Trail #3
31.0 Grade at Station 10+00 9293 6" 15.7 123.1 106.4 99.0
32,0 Grade at Station 13+00 9293 6' 16.2 121.9 104.9 97.6
33.0 Grade at Station 16+00 9293 6" 17.0 110.7 94.6 88.0
34.0 Grade at Station 19+00 9293 6" 16.1 111.0 95,6 88,9
35,0 Grade at Station 23+00 9293 6" 13.5 112.1 98.8 91.9
Test results on this report meet project specification.
Test Method(s}: ASTM D-2922, ASTM D-3017
Specification provided by City Inspector
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880 Std. Moisture Count: 710
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.
o755D Page ] ot'[