Coppell/121 Off Pk-LR040715~' ~ ACTEC
ENGINEERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
REPORT OF
IN-PLACE DENSITY
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 4 7 9 7
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7/10/2004
AUTHORIZATION:
REPORT DATE: 7/ 15 / 2 0 0 4
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 9 5
MOISTURE: 0 TO +4 % OF OPT .
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENTidA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TEST MODE: Direct Transmission
PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcF REPORT NO
ON SITE Brn & Drk Brn Clay 19.5 104.0 404403
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pctl DENSITY DENSITY
NO LOCATION (°lo) (%) WET DRY (Pcfj (% max)
1. BARKING AREA SE END 4TH LIFT
--- 21.5 19.5 121.7 100.2 104.0 96
2. --..
SAME @ SW END 4TH LIFT
20.8
19.5
121.9 100.9
104.0
97
3. SAME @ SW END FINAL 20.4 19.5 121.8 101.2 104.0 97
4. SAME @ SE END FINAL 20.8 19.5 122.6 101.5 104.0 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: O1:00PM Stopped: 04:OOPM
Report Distribution:
iii ciTti or copPe%iocfnTES MA T C
,.
Tim Bego e, CET.
Our letters and reports are for [he eulusive use of the client to whom they are addressed and shall not be reproduced except in
full without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports
I IXl7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently [dentical or similar products.