CF-Coppell Rd SC-LR020305Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
Coppell, TX
DATE:
JOB NO.:
SAMPLES: Taken by representative of Hooper Engineering Laboratories, Inc.
on 3/5/02.
5 March 2002
01.1054
1)
2)
3)
4)
LOCATION
Pavinq Subgrade
10' east from center of
Chemical Building
10' north from center of north
side of Service Center
10' north from center of north
side of Vehicle Storage Building
40' east from center of east side
of Vehicle Storage Building
PERCENT PASSING
NO. 4 SIEVE
%
66.7
65.0
73.3
73.7
SPECIFICATION
REQUIREMENTS
%
TECHNICIAN:
DISTRIBUTION:
MFM
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 75229 (214) 351.6419
Client: Texas Unified Constructors, !nc. Date: 5 ~rcI~ 20.02
Project: Field Service Offices & M~inten~ce Job No: 01.~054
Fac., Co~ell, ~X
Soil Description: Lime Stabilized Subgrade
Grey Silty Clay with Lime
Maximum Density : 96.0 pcf
Optimum Moisture: 23.0%
Liquid Limit : 31.3
Plasticity Index : 8.1
Dietributlon: (3) City of Coppell (1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors,
120
110
100
90
80
MOISTURE-DENSITY RELATIONSHIPASTM D698
15 25 35
Moisture Content percent