ST9902-LR060307
M,Qisture-Density Relationship
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Cappel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-009
Report Date: 03/07/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On Site
Stockpile Near Coppel Road
Reddish Brown, Tan and Gray mottled Sandy Clay
Trench Utility Backfill
Moisture-Density Relationship - Curve No. 2276
Tested By: Josh Bridges
Sample Date: 03/02/2006
117
115
Dry
Density
(pet)
113
111
109
1\ l( 0% ~ tura ion
- rno= ., 711'
\
)' I' ~
j I 1\ \ I
/ : \ \
I \ \
I I \ \
I
ft I , \
, I
, I ~
I ,
\
J ! . \
; ..
9 11 13 15 17 19 21
Moisture Content (%)
Material Properties and Test Information - Curve No. 2276
Maximum Dry Density:
Optimum Moisture Percent:
115.0
14.0
Liquid Limit:
Plastic Limit:
39
12
27
Test Method(s):
Plasticity Index:
ASTM 0-698. ASTM 04318
Rammer Description:
Mechanical
Preparation Procedure: Moist
CMJ Engineering, I c
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
06 Page 1 of 1
....In-Place Soil Moisture/Densibt Tests by Nuclear Method
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Cop
andy Lake Road
Report Distribution: (1) City of Coppel!
(1) City of Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-006
Report Date: 03/07/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 03/02/2006
Technician: Steven S. Johnston
ii"_.c,:::~~~~~~l1&,\~i!~'C "'lM{"h"- '--' "C!~~~~~:~:~:l:':~~ ~_~~_.__ 'L.-~~.~
K~t~t~ ~e
'r
I l-\~~'" trel~r~ J
S,,~c.."fJ iY' -th.~ ~ $"(QrlJA
t~i" I ~ ,v.- tl ~(I
Qtf V
Curve No.
Test Method
ASTM D-698
ASTM D-698
Material Description
Reddish Brown Sandy Silty Clay
Tan Sandy Clay
2274
2275
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Curve Depth
Trench Backfill - Stor
46.0 -6.0' BFG Line C-1, Sta.5+29 2274 6"
47.0 -5.0' BFG Line C-1, Sta. 5+29 2274 6"
48.0 -3.5' BFG Line C-1, Sta. 5+29 2274 6"
49.0 -2.5' BFG Line C-1, Sta. 5+29 2274 6"
50.0 -1.0'BFG Line C-1, Sta. 5+29 2274 6"
51.0 Final Line C-1. Sta. 5+29 2275 6"
Percent
Moisture
17.2
23.1"
20.9"
17.9
15.8
13.1
An asterisk (") appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
* Rhonda with the City of Coppel Notified of Failures
(BFG) BELOW FINAL GRADE
Note: Proctor Pending at time of testing
001
oauge SN: 36035
7'~'~OU
Std. Density Count:
Gauge: Troxler
CMJ Engineering, Inc
Optimum Maximum Dry
Moisture % Density pet
13.5 115.0
12.5 117.0
Wet Density
(pct)
Dry Density
(pct)
107.6
99.8
104.3
109.2
113.6
126.4
91.8
81.1
86.3
92.6
98.1
111.8
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc,
07 Page 1 of 1
~sture-Density Relationship
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppel!
(1) City of Cappel!
(1) Tiseo Paving Company
(1) Teague Nal! & Perkins
CMJ Report No.: 687-5192-007
Report Date: 03/07/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On Site
Stockpile Near Coppell Road
Reddish Brown Sandy Clay
Trench/Utility Backfill
Moisture-Density Relationship - Curve No. 2274
Tested By: Josh Bridges
Sample Date: 03/02/2006
106
~ J( 0% ~ atura ion
(no. () '7/)'
"
,
" 1\.
;i " ;
-- - -- - -- - -
"-
/ I ~ ~
I
j V- \. "-
I ~
V ! , "
1\ ....
/ I \ .~
I'...
I : I "'
. \
I I \
122
118
Dry
Density
(pet)
114
110
8 10 12 14 16 18 20
Moisture Content (%)
Material Properties and Test Information - Curve No. 2274
Maximum Dry Density: 115.0
Optimum Moisture Percent: 13.5
Liquid Limit:
Plastic Limit:
38
12
26
Test Method(s):
Plasticity Index:
ASTM 0-698, ASTM D4318
Rammer Oescription:
Mechanical
Preparation Procedure: Moist
CMJ Engineering, In
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
06 Page 1 of 1
lVIAisture-Density Relationship
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Cappel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-008
Report Date: 03/07/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On Site
Stockpile Near Coppel Rd
Tan Sandy Clay
Trench Utility Backfill
Moisture-Density Relationship - Curve No. 2275
Tested By: Josh Bridges
Sample Date: 03/02/2006
119
117
Dry
Density
(pet)
115
113
111
I \ 10%S atura ion
In.= ") .,,,,
\ I
-
/' I "" \
I
, I '\ \
I : ~ 1\
/ I \ \:
I I \
; I ~
/ I \. \
I I , I \
I \ \
. I ,
9 11 13 15 17 19 21
Moisture Content (%)
Material Properties and Test Information - Curve No. 2275
Maximum Dry Density:
Optimum Moisture Percent:
117.0
12.5
Liquid Limit:
Plastic Limit:
31
12
19
Test Method(s):
Plasticity Index:
ASTM 0-698, ASTM 04318
Rammer Oescription:
Mechanical
Preparation Procedure: Moist
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
06 Page 1 of 1