Austin Place-LR 961012Ellerbee-Walczak, Inc.
CONSTRUCTION MATERIALS TESTING
REPORT NO.:
REPORT OF:
FOR:
PROJECT:
DATE:
SAMPLE 1
LIME PI
AB10301m.doc
Lime Series
Austin Bridge & Road
Austin Place #1915
10/ 12/9 6
SAMPLE 2
LIME PI
0 22 0 21
2 18 2 16
4 14 4 12
6 9 6 6
DESCRIPTIONS AND SUGGESTIONS (FORA 6" COMPACTED SUBGRADE):
Sample 1 Brown sandy clay
30.1 lbs. of lime per sq. yd. for 6%
Sample 2 Reddish brown sandy clay
30.7 lbs. of lime per sq. yd. for 6%
/ajw
cc: 2-Austin
Coppell
~~
Ronald A. Ellerbee, C.E.T.
6900 So. Freeway, Suite A-1 Fort Worth, Texas 76134
Laboratory: (817) 293-0111 Fax; (817) 596-0941
FUGRO-McCLELLAND (SOUTHWEST), INC.
GIRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
REPORT DATE: October 12, 1996
PROJECT NO.: 0761-2os2
DATE PERFORMED: October 7 1996
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Reddish brown clayey sand with some shaley
clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
25 1 Retest of #19, dated 9/30/96 112.3
26 1 Retest of #20, dated 9/30/96 111.9
27 1 Retest of #21, dated 9/30/96 110.1
28 1 Retest of #3, dated 9/9/96 112.2
29 1 Retest of #2, dated 9/9/96 111.7
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (°~)
113.8 14.8
Remarks: * Does not meet project specifications for percent moisture content.
Mark Strittmatter
Fugro-McClelland Technician
MOISTURE
CONTENT PERCENT
19.4
15.1
12.6
17.2
16.0
PERCENT OF
MAXIMUM DENSITY
98.7
98.4
96.8
98.6
98.1
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell
C W Young