DR0001-LR030521TERR/MMAR 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 V
in -Place Soil Moisture /Density Tests by Nuclear Method
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -011
Report Date: 05/21/2003
S pecifications es a a
Percent Compaction: +95% min Date Tested: 05/19/2003
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
Curve No. Test Method Material Description
9734 ASTM D -698 -A Brownish Gray Sandy Clay w/ Concrete Fragments
Optimum Maximum
Moisture % Density
13.5 112.0
a6 ",Y' yt'i .I
""WINNO
p�#4�St
u
... ., :.. ..
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pct) Density
15.0 Grade Street cut at North bound lane, Samuel 9734 6" 13.0 121.0 107.1 95.6
Blvd. for storm sewer and 60' North from
MacArthur
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: 2806 Std. Moisture Count: 714
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 I of I
nassD
TERRA MAR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH 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: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -009
Report Date: 05/21/2003
Specifications Test Data
Percent Compaction: +95% min Date Tested: 05/16/2003
Moisture Content: opt -2% to +4% Technician: Matt Adams
Material Reference Curve Data ? l
Optimum Maximum Dry
Curve No Test Method Material Description Moisture % Density pcf
9680 ASTM D -698 -A Reddish Brown Sandy Clay w/ Traces Gravel 18.0 104.0
In•PlaceTest Results
Test
No
Elevation
or Lift
Location
Ref.
Curve
Probe
Depth
Percent
Moisture
Wet Density
(pcf)
Dry Density
(pcf)
Percent
Density
13.0
1st lift
Samuel Blvd..
East bound lane, storm
9680
6"
20.8
123.9
102.6
98.7
drain
14.0
3rd lift
Samuel Blvd.,
East bound lane. storm
9680
6"
19.1
122.7
1010
99.0
drain
Test results on this report meet project specification.
Test Method(s): ASTM D -2922, ASTM D -3017
Gauge: Troxler Gauge SN. 00219 Std. Density Count: 2075 Std. Moisture Count: 1172
' 4- z
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 I of I
TERRA VIAR 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: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -005
Report Date: 05/21/2003
V
pact ica ions _ _ - Test Data
Percent Compaction: +95% min Date Tested: 05/13/2003
Moisture Content: opt -2% to +4% Technician: Mohammed A. Kashem
'
Malaria -Refs rence Curve Data'. "'•' '
optimu Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
9734 ASTM D -698 -A Brownish Gray Sandy Clay w/ Concrete Fragments 13.5 112.0
,_ - -• Jn -Place Test Results ".
Test
Elevation
Ref.
Probe
Percent
Wet Density
Dry Density
Percent
No
or Lift
Location
Curve
Depth
Moisture
(pcf)
(pcf)
Density
11.0
Grade
Street cut at MacArthur Blvd. at the
9734
6"
12.0
120.0
107.1
95.6
intersection of MacArthur & DeForest Rd.
at North section
12.0
1' BFG
Street cut at MacArthur Blvd. at the
9734
6"
11.5
125.7
112.7
100.6
intersection of MacArthur & DeForest Rd.
at South section
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: 2806 Std. Moisture Count: 1`14
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 I nl I
u7SSD
TERRA -PAAR 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
Moisture- Density Relationship
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -003
Report Date: 05/21/2003 Project Information
Material Origin: On -site Tested By: Donuald E. Bell
Sample Location: Stockpile Sample Date: 05/12/2003
Material Description: Brownish Gray Sandy Clay w/ Concrete Fragments
Material Use: Backfill
Moisture- Density Relationship - Curve No. 9734
12
I1
Dry
Density
(pc0
11
I1
10
2 100% Saturation
.(Gs= 2.65_).
8
4
0
6
8 10 12 14 16 18 20
Moisture Content (%)
Mat Propert and Test Information - Curve No. 9734
Maximum Dry Density: 112.0 Liquid Limit:
Optimum Moisture Percent: 13.5 Plastic Limit:
Plasticity Index: Non - plastic
Test Method(s): ASTM D- 698 -A, ASTM D- 4318 -B, ASTM D -1140
Rammer Description: Mechanical Preparation Procedure: Moist
TERRA -MAR, INC. gMikeFuller
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 I nl 1
vui
TERRA-NIAR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWO.4TH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln_ Dallas. Texas '5229 phone: ( 972) 468 -8800 /ax:(972) 488 -8080
In -Place Soil Moisture /Density Tests by Nuclear Method
Client: City of Copped Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -002
Report Date: 05/21/2003
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: 2806 Std. Moisture Count: 714
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.
07"n Page 1 of 1
Specifications
Test Data
Percent Compaction: +95% min
Date Tested:
05/07/2003
Moisture Content:
opt -2% to +4%
Technician:
Mohammed A. Kashem
Material Reference Curve Data
Optimum
Maximum Dry
Curve No.
Test Method
Material
Description
Moisture %
Density pcf
9680
ASTM D -698 -A Reddish Brown Sandy Clay w/ Traces Gravel
18.0
104.0
In -Place Test Results
Test
Elevation
Ref.
Probe
Percent Wet
Density
Dry Density
Percent
No
or Lift
Location
Curve
Depth
Moisture
(pcf)
(pcf)
Density
27" RCP at Line B
1.0
1' BFG
at Station 0 +50
9680
6"
22.0
120.7
98.9
95.1
2.0
Grade
at Station 0 +48
9680
6"
20.3
1207 .
1003
96A
3.0
1' BFG
at Station 1 +72
9680
6"
20.3
128.5
106.8
102.7
4.0
Grade
at Station 1 +69
9680
6"
20.4
124.7
103.6
99.6
5.0
1' BFG
at Station 2 +75
9680
6"
21.8
124.0
101.8
97.9
6.0
Grade
at Station 2 +70
9680
6"
18.2
121.3
102.6
98.7
7.0
1' BFG
at Station 3 +60
9680
6"
20.3
126.8
105A
101.3
8.0
Grade
at Station 3 +65
9680
6"
21.2
121.3
100.1
96.3
9.0
1' BFG
at Station 4 +50
9680
6"
18.4
124.0
104.7
1003
10.0
Grade
at Station 4 +45
9680
6"
18.5
120.8
101.9
98.0
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: 2806 Std. Moisture Count: 714
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.
07"n Page 1 of 1
TERRA -MAR 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
Moisture- Density Relationship
Client: City of Coppell Report Distribution: (1) City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -001
Report Date: 05/21/2003 Project Information_ _
Material Origin: On -site
Tested By: Donuald E. Bell
Sample Location: Stockpile Sample Date: 04/29/2003
Material Description: Reddish Brown Sandy Clay w/ Traces Gravel
Material Use: Fill
Moisture - Density Relationship - Curve No. 9680
1
Dry
Density
(Pc0
1
n
07 100% Saturation
.. (Gn2.65}__
05
03
01
99
It 13 15 t/ tY c/ co
Moisture Content ( %)
Material Pr operties and T est I nformatio n - Curve No. 9680
Maximum Dry Density: 104.0 Liquid Limit: 51 Passing No. 200: 34.7
Optimum Moisture Percent: 18.0 Plastic Limit: 19 USCS:
Plasticity Index: 32
Test Method(s): ASTM D- 698 -A, ASTM D- 4318 -B, ASTM D -1140
Rammer Description: Mechanical Preparation Procedure: Moist
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 I ur I
oow M