ST9902-LR060804
Daily Report of In-Field Sieve Analysis
.-eM} ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Cop pel!
West Sandy Lake Road
Reconstruction
Report Distribution: City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
CMJ Report No.:
Date Tested:
Technician:
687-5192-108
August 4, 2006
Phil Sommerville
In-Field Sieve Anal sis of Road Mixed Materials
lEX 101E
Percent
Passing
1-1/2" Sieve
Percent
Passing
#4 Sieve
Test
No.
Test Location
(Paving Subgrade)
Cement Stabilized Sub rade
East End Sand Lake Rd. - Eastbound Lane
Sta. 48+70 on Centerline
Sta. 46+20, 8' South of Centerline
100%
100%
82.3
8004
1
2
100%
80.0%
CMJ Engineering, In
R. Carl Lee, S.E.T.
Vice President/CMT Manager
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.
Moisture-Density Relationship
eM J BNGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell Report Distribution:
Project: West Sandy lake Road
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-093
Report Date: 08/04/2006
Project Information
Material Origin:
Sample location:
Material Description:
Material Use:
On Site
Eastbound Sandy lake Rd Sta.13+25
Tan and Brown Sandy Clay w/Lime
Lime Treated SubGrade
Moisture-Density Relationship. Curve No. 2700
Tested By: Josh Bridges
Sample Date: 07/29/2006
98
, 1 ( 0% ~tura ion
f{Oo" ''lA'
\
,
\.
\
I f\
"\
V ...... : - ~, \
V I "- 'I\.
i
V I : '\ \
I I '\
,
13 15 17 19 21 23 25
Moisture Content ('Yo)
Material Properties and Test Information - Curve No. 2700
Liquid Limit:
Plastic Limit:
106
104
Dry
Density
(pet)
102
100
Maximum Dry Density:
Optimum Moisture Percent:
100.0
17.5
Test Method(s):
Plasticity Index: Non-plastic
ASTM 0-698, ASTM 04318
Rammer Description:
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.
% ~Fl~l
In-Place Soil Moisture/Density 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 Coppell
West Sandy lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-095
Report Date: 08/04/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 07/31/2006
Technician: Phil Sommerville
2308
Test Method
ASTM 0-698
Material Description
Gray Brown Silty Sand w/Rock and Gravel & Trace of Lime
Optimum Maximum Dry
Moisture % Density pet
13.5 117.0
Curve No.
In-Place Test Results
Percent Wet Density Dry Density
Moisture (pcf) (pcf)
11.9 132.2 118.1
11.6 126.1 113.0
12.1 131.0 116.9
Percent
Density
Test
No
Elevation
or Lift
Location
Ref. Probe
Curve Depth
2308 6"
2308 6"
2308 6"
234.0
235.0
236.0
Final
Final
Final
Flex-Base **
Sta. 56+00, 5' North of Centerline
Sta. 54+95, 12' North of Centerline
Sta. 54+50, 40' North of Centerline
100.9
96.6
99.9
Test results on this report meet project specification.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s):
** East End of Sandy Lake, Westbound Turn Lane
Gauge: CPN
Gauge SN: 6430
Std. Density Count:
R. Carl Lee, S.E.T.
Vice PresidenUCMT Manager
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.
07 Page 1 of 1
In-Place Soil Moisture/Density Tests by Nuclear Method
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell
Project: West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-096
Report Date: 08/04/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 07/31/2006
Technician: Phil Sommerville
2675
2682
2687
2700
Test Method
ASTM 0-698
ASTM 0-698
ASTM 0-698
ASTM D-698
Material Description
Light Brown Sandy Clay (Lime Treated)
Lime Treated Light Brown Sandy Clay
Light Brown Tan Lime Treated Clay
Tan and Brown Sandy Clay w/Lime
Optimum Maximum Dry
Moisture % Density pcf
17.0 105.5
16.0 99.5
17.5 106.5
17.5 100.0
Curve No.
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Lime Treated Subgrade
237.0 Final EASTBOUND AT SANDY LAKE RD: 2675 6"
Sta. 6+00 on Centerline
238.0 Final Sta. 8+50, 10' South of Centerline 2682 6"
239.0 Final Sta. 10+80, 15' North of Centerline 2682 6"
240.0 Final Sta. 12+95,5' South of Centerline 2682 6"
241.0 Final Sta. 15+00, 12' North of Centerline 2675 6"
242.0 Final Sta. 17+00 on Centerline 2682 6"
243.0 Final SOUTHBOUND OF ROYAL LANE: 2682 6"
Sta. 2+00, 7' East of Centerline
244.0 Final Sta. 3+85, 9' West of Centerline 2682 6"
245.0 Final Sta. 5+50, 12' East of Centerline 2682 6"
246.0 Final Sta. 7+75 on Centerline 2682 6"
247.0 Final Sta. 10+00, 3' East of Centerline 2682 6"
248.0 Final Sta. 12+20 on Centerline 2682 6"
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
19.3 121.3 101.7 96.4
18.4 114.3 96.5 97.0
18.8 114.3 96.2 96.7
17.8 113.1 96.0 96.5
16.1 119.6 103.0 97.6
21.2* 114.0 94.1 94.6*
18.9 117.2 98.6 99.1
20.0 118.2 98.5 99.0
18.2 113.5 96.0 96.5
18.0 113.8 96.4 96.9
18.3 115.0 97.2 97.7
22.6" 107.0 87.3 87.7*
An asterisk (*) appears next to test results which do NOT meet the project specifications.
CMJ Engineering, Inc
Test Method(s): ASTM D2922, ASTM 03017
Additional Remark(s}: * Non-Compliant: Contractor Notified
Gauge: CPN
Gauge SN: 6430
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and reas 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