Rozas Addn-LR050518C MJ ENGINEERING, INC.
Moisture-Density Relationship
7636 Pebble Drive Fort Worth, Texas 76118
Client: Tri-Star Construction
Project: Dr. Roza's Office
Coppell
Tel: (817) 284-9400 Fax: (817) 589-9993
Report Distribution: (1)Tri-Star Construction
(1) City of Coppell
CMJ Report No.: 548-5051-002
Report Date: 05/18/2005
Material Origin:
Sample Location:
Material Description:
Material Use:
On-site
Excavation
Brown Fine Sand
General Fill
Project Information
Tested By: Shawn Wood
Sample Date: 05/11/2005
Moisture-Density Relationship - Curve No. 1340
131
12'7
DP/
Density
(pC)
123
1].9
Moisture Content (%)
Material Properties and Test Information - Curve No. 1340
Maximum Dry Density: 122.0 Liquid Limit:
Optimum Moisture Percent: 8.5 Plastic Limit:
Plasticity Index:
Test Method(s): ASTM D698-A, ASTM D4318
Rammer Description: Mechanical
Non-plastic
Preparation Procedure:
Moist
CMJ Engineering, Inc
R. Carl Lee S.E.T.
CMT Manager
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 fo 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 wdtten consent of our client and CMJ Engineering, Inc.
06 Page I of 1
MJ ENGINEERING, INC.
Moisture-Density Relationship
7636 Pebble Drive Fort Worth, Texas 76118
Client: Tri-Star Construction
Project: Dr. Roza's Office
CoppeJl
Tel: (817) 284-9400 Fax: (817) 589-9993
Report Distribution: (1) Td-Star Construction
(1) City of Coppell
CMJ Report No.: 548-5051-003
Report Date: 05/18/2005 Project Information
Material Origin: On-site
Sample Location: Excavation
Material Description: Reddish Brown, Brown, Gray Sandy Clay
Material Use: General Fill
Tested By: Shawn Wood
Sample Date: 05/11/2005
Moisture-Density Relationship - Curve No. 1341
118
116
Densi~
(pc~
H4
Moisture Content (%)
Material Properties and Test Information - Curve No. 1341
Maximum Dry Density: 117.0 Liquid Limit:
Optimum Moisture Percent: 11.5 Plastic Limit:
Plasticity Index:
Test Method(s): ASTM D698-A, ASTM D4318
Rammer Description: Mechanical
29
9
2O
Preparation Procedure: Moist
CMJ Engineering, Inc
R. Carl Lee, S.E.T.
CMT Manager
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