Coppell/121 Off Pk-LR040520~'~ ACTEC
iYf
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 PROJECT NO.: 9023747
REPORT NO.: 4 0 3 3 9 6
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 5 / 12 / 2 0 04
AUTHORIZATION:
REPORT DATE: 5/ 2 0/ 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 GAUGE:TROXLER 3430
GAUGE SERIAL NO.: 2 3 3 3 3
M14ETHOD OF TEST: STANDARD COUNTS
DENSITY: ASTM D2922 MOISTURE - CURRENTi~IA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 95$ PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS
MOISTURE: NA REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY ncf REPORT NO
ON SITE REDDISH BROWN SANDY CLAY 14.5 116.5 403382
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO ~ L~C~TION (%) (°k) WET DRY (Pcf) (°lo max)
1. 6" SEWER LINE STA 2+50 3RD
LIFT 16.2 14.5 131.5 113.2 116.5 97
2. SAME @ 2ND LIFT 15.8 14.5 130.2 112.4 116.5 96
3. SAME @ 1ST LIFT 16.0 14.5 129.9 112.0 116.5 96
4. SAME @ FINAL 15.5 14.5 130.4 112.9 116.5 97
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 01:OOPM Stopped: 03:OOPM
Report Distribution:
(1) SALYER AND ASSOCIATES C'I'L/'C
(11 CITY OF COPPELL
Tim Begole, CET.
Our levers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full without the approval of the [esting laboratory. The use of our name must re[;e[ve our written approval. Our letters and reports
IIX17 TT apply only to the sample tested and/or inspected, and are rat indicative of the quantities of apparently Identical or similar products.
~~ ACTEC
~.
ENGINEERING AND CONSULTING
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
SUITE 200
GRAPEVINE, TX 76051
PROJECT: HWY 121 BUSINESS PARK
REPORT OF
IN-PLACE DENSITY
PAGE 1 OF 1
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 3 3 6 3
DATE OF SERVICE: 5/ 11 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 5/20/2004
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES GAUGE:TROXLER 34730
GAUGE SERIAL NO.: 2 3 3 3 3
METHOD OF TEST: STANDARD COUNTS
DENSITY: ASTM D2922 MOISTURE - CURRENTi~lA PREVIOUS: NA
MOISTURE: ASTM D3017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 95$ PROBE DEPTH (in.): 6
MOISTURE: NA MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE REDDISH BROWN SANDY CLAY 14.5 116.5 403382
TEST
NO LOCATION
1. 6" SEWER LINE STA 1+00 3RD
LIFT
2. SAME @ 2ND LIFT
3. SAME @ 1ST LIFT
4. SAME @ FINAL
Technician: Scott Jaeger
Report Distribution:
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcfj DENSITY DENSITY
(%) (%) WET DRY (Pcf) (% max)
16.5 14.5 131.6 113.0 116.5 97
16.0 14.5 130.0 112.1 116.5 96
15.8 14.5 129.5 111.8 116.5 96
16.2 14.5 131.5 113.2 116.5 97
Test results on this report meet project
specifications as noted above.
Started: 02:OOPM Stopped: 04:OOPM
p) SALYER AND ASSOCIATES M CTEC
(1) CI fY OF COPPELL
Tim B Bole, CET.
Our letters and reports are for the exclusive use of [he client to whom they are addressed and shall tat be reproduced except in
full without the approval of the testing laboratory. The use of our narne must receive our written approval. Our letters and reports
1007 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar products.