PA0101-LR021018Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
11050 Ables /_n., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
JMC Construction. L.P. Report Distribution: (1) City of Coppell
(1) City of Coppel~
Coppell Trails (1) Schrickel, Rollins & Assocs., Inc.
363 N. Denton Tap Road (1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-003
10/18/20O2
~peciflcatlone
Test Data
Percent Compaction: +92% rain +98% max
Moisture Content: opt +2% to +4%
Date Tested: 10/10/2002
Technician: Mohammed A. Kashem
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Densit7 pcf
9279 ASTM D-698-A Brown Sandy Clay 11.0 120.0
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 (pof) (pcf) Density
Trail 1
1.0 Grade at StaUon 1+00 9279 6" 13.0 127.8 113 I 94.3
2.0 Grade at StaUon 2+00 9279 6" 13.1 127.5 112.7 93.9
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Std. Density Count: 2880 Std.~/~l)isture ~ 710
TERRA-MAR, INC.~'- ~' J '- ~l~ike Fuller
~' Project Manager
Gauge: Troxler
Gauge SN: 33086
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.
OTSSO Page Iofl
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
In-Place Soil Moisture/Density Tests by Nuclear Method
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.: DC02-115-005
Report Date: 10/18/2002
Specifications Test uata
I'l~ercent Compacti(~: +92% m}~- +98%-ma~ ............. D-~te T(;si~i ~-~)~i 1-/20'6~ ---- -
b Moisture Content: opt +2% to +4% Technician: Mohammed A. Kashem
Curve No. Test Method Matedal Description
9279 ASTM D-698-A Brown Sandy Clay
Optimum Maximum Dry
Moisture % Density pcf
11.0 120.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Trail #1
3.0 Grade at Station 4+00 9279 6" 16.5' 132.0 113,3 94.4
4.0 Grade at Station 7+00 9279 6" 16.2* 129.0 111.0 92.5
5.0 Grade at Station 9+00 9279 6" 14.5 132.7 115.9 96.6
An astedsk (*) 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
TERRA-MAR,
Std. Moisture Count: 710
INC.~r
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.
07SSD Page I or' I
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables In., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
JMC Construction, L.P. Report Distribution: (1) City of Coppell
(1) City of Coppell
Coppell Trails (1) Schrickel, Rollins & Assocs., Inc.
363 N. Denton Tap Road (I) JMC Construction, LP
TMI Report No.: DC02-115-006
Report Date: 10/18/2002
Specitlcatlons
Percent Compaction: +92% rain +98% max
Moisture Content: opt +2% to +4%
Date Tested: 10/12/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9279 ASTM D-698-A Brown Sandy Clay
Matedal Description
Optimum Maximum Dry
Moisture % Density pcf
11.0 120.0
Test
No
Elevation Ref. Probe
or Lift Location Curve Depth
Trail #1
6.0 Grade at Station 9+00 9279 6"
7.0 Grade at Station 7+00 9279 6"
8.0 Grade at Station 4+00 9279 6"
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
15.8* 129.6 111.9 93.3
13.5 125.8 110.8 92.3
15.8' 129.5 111.8 93.2
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Std. Density Count: 2880 Std. Moisture C_o_un~t~710
TERRA-MAR, INC~ ~ '~/2~ - Mike Fuller
Project Manager
Gauge: Troxler
Gauge SN: 33086
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 stdctly prohibited without the express written consent of TMI.
0755D Page I of l
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) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-008
Report Date: 10/18/2002
I ~pecttications
Test Data
Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
Date Tested: 10/14/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9279 ASTM D-698-A Brown Sandy Clay
Optimum Maximum Dry
Matedal Description Moisture % Density pcf
11.0 120.0
Test Elevation
No or Lift Location
Trail #1
9.0 Grade at Station 10+00
10.0 Grade at Station 12+00
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pcq (pcf) Density
9279 6" 13.5 127.8 112.6 93.8
9279 6" 14.9 127.0 110.5 92.1
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880 Std. Moisture Coun_t~710
TERRA-MAR, INC." '~' ' /' - Mille 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 ciien[. Any reproduction of
this report, or any part therein, is strictiy prohibited without the express wdtten consent of TMI.
o?SSD Page I of I
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
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.: DC02-115-010
Report Date: 10/18/2002
i . ?~e. G_lti~cations
Test Data
Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
Date Tested: 10/15/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9279 ASTM D-698-A Brown Sandy Clay
Material Description
Optimum Maximum Dry
Moisture % Density pcf
11.0 120.0
Test Elevation Ref.
No or Lift Location Curve
Trail #1
11.0 Grade at Station 11 +00 9279
12.0 Grade at Station 14+00 9279
13.0 Grade at Station 18+00 9279
14.0 Grade at Station 0+50 9279
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pcf) (pcf) Density
6" 13.9 126.8 111.3 92.8
6" 15,0 127.8 111.1 92.6
6" 15.7' 130.5 112.8 94.0
6" 14.3 129.7 113.5 94.6
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
TERRA-MAR, INC. ~/~c,~-/ Mik~'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.
0?SSD Page I or' I
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables L.n., 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) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction. LP
TMI Report No.: DC02-115-011
Report Date: 10/18/2002
specifications
Percent Compaction: +92% min +98% max
Test Data
Date Tested: 10/16/2002
Moisture Content: opt +2% to +4%
Technician: Mohammed A. Kashem
Curve No.
Test Method
9288 ASTM D-698-A Brown Sandy Clay
Optimum Maximum Dry
Material Description Moisture % Density pcf
13.5 114.5
r'?',~ .........
Test Elevation
No or Lift
Trail #3
15.0 Grade at Station 1+00
16.0 Grade at Station 3+50
Location
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pcf) (pcf) Density
9288 6" 17.0 129.5 110.7 96.7
9288 6" 17.8* 131.6 111.7 97.6
An astedsk (*) 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. M~sture Count: 710
TERRA-MAR, INC. ' -~' ~ /' Mik~uller
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.
O?SSD Page ! or' 1