Windance Sub-LR 850910 SOUTHWESTERN LABORATOI ES, INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75264 · 214/63%2700
TEXAS PAVING COMPANY SEPTEMBER 10,
ATTN: DON NORDHOFF
1006 E. MAIN STREET
LEWISVILLE, TEXAS 75067
1985
dOB FILE NO. 41255-02
LAB NO. D-55556
PROdECT NAME: TIME TECH GENERAL CONTRACTORS/HARRIS STREET/COPPELL,
ARCHITECT/ENGINEER: NA
GENERAL CONTRACTOR: TEXAS PAVING COMPANY
TX
REPORT DF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: HARRIS STREET
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
1
STA 0+50
FINAL LIFT
SEPT 07 AT 8:lOAM
13.6 118.8 99.2
2
STA 2+00
FINAL LIFT
SEPT 07 AT 8:20AM
11.2 112.7 94,2
3
STA 5+35
FINAL LIFT
SEPT 07 AT 8:30AM
11.5 119.6 99.9
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 119.7 LBS/CF AT 10.9 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D55096 TECHNICIAN'S NAME: ARTHUR ETHERLY
SOIL CLASSIFICATION: BROWN SANDY CLAY WITH DECOMPOSED L.S.
REMARKS:
COPIES TO:
3-TEXAS PAVING COMPANY
INC.
CJH/ASTM2922/0.4/