Coppell/121 Off Pk-LR040528ACTEC
J
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 3 612
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 5/19/2004
AUTHORIZATION:
REPORT DATE: 5/ 2 8/ 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: NA
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENT3QA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TEST MODE: Direct Transmission
PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE °k DENSITY pcf 1
ON SITE RDSH BRN CLAYEY SAND 13.0 117.5
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSTTY
NO LOCATION (%) (%) WET DRY (Pct) (% max)
1. WATERLINE @ HYDRANT 3RD LIFT 14.5 13.0 130.5 114.0 117.5 97
2. SAME Q 2ND LIFT 14.0 13.0 129.0 113.2 117.5 96
3. SAME @ 1ST LIFT 14.8 13.0 131.1 114.2 117.5 97
4. SAME @ FINAL 14.2 13.0 131.3 115.0 117.5 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:00AM Stopped: 12:OOPM
Report Distribution:
[I) C]TY OF CO PELMATES M CJl'EC
Tim Beg~o/le, CET.
Our letters and reports are for the exclusive use of [he client to whom they are addressed and shall rat 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
1110? 7"C apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or similar products.