Coppell/121 Off Pk-LR040712ACT~C
ENGINEERING AND CONSULTING
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
SUITE 200
GRAPEVINE, TX 76051
PROTECT: HWY 121 BUSINESS PARK
REPORT OF
IN-PLACE DENSITY
PAGE 1 OF 2
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 4 6 7 4
DATE OF SERVICE: 7/ 0 7/ 2 0 0 4
AUTHORIZATION:
REPORT DATE: 7/12/2004
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES GAUGE:TROXLER 3430B
METHOD OF TEST: GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
DENSITY: ASTM D2 922 MOISTURE - CURRENT3~IA 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 Brn & Drk Brn Clay 19.5 104.0 404403
TEST
NO LOCATION.
1. WATER LINE STA 10+40 3RD LIFT
2. SAME @ 2ND LIFT
3. SAME @ 1ST LIFT
4. SAME @ FINAL
5. SAME @ STA 12+40 3RD LIFT
6. SAME @ 2ND LIFT
7. SAME @ 1ST LIFT
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pc f) DENSITY DENSITY
(%) (%) WET DRY (Pcfl (% max)
20.8 19.5 120.8 100.0 104.0 96
20.5 19.5 121.9 101.2 104.0 97
21.0 19.5 123.5 102.1 104.0 98
20.8 19.5 122.0 101.0 104.0 97
20.9 19.5 120.3 99.5 104.0 96
19.8 19.5 120.5 100.6 104.0 97
20.4 19.5 121.8 101.2 104.0 97
Report Of Tests Continued On Page 2
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
tull without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and repons
I(>07 TT apply only to the sample tested and~'or inspected, and are not indicative of the quantities of apparently tdenucal or similar products.
J MACTEC
ENGINEERING AND CONSULTING
SALYER AND ASSOCIATES
PROJECT NO. 9 0 2 3 7 4 7
DATE OF SERVICE: 7/07/2004
REPORT OF TESTS (continued)
REPORT NO. 4 0 4 6 7 4
PAGE 2 OF 2
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pct) DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf1 (%a max)
8. SAME Q FINAL 20.7 19.5 123.1 102.0 104.0 98
Test results on this report meet project
specifications as noted on page 1.
Technician: Scott Jaeger Started: 09:OOAM Stopped: 12:OOPM
Report Distribution:
i 1) SALYER AND ASSOCIATES M TEC
i 1) CITY OF COPPELL
Tim Begole, CET.
Our letters and reports arc 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 testing laboratory. The use of our name must receive our written approval. Our letters and repons
1007 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenncal 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 2
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 4 6 4 7
DATE OF SERVICE: 7/ 0 6/ 2 0 0 4
AUTHORIZATION:
REPORT DATE: 7/12/2004
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 °/a DENSITY pcf REPORT NO
ON SITE Brn Drk Brn Clay 19.5 104.0 404403
ON SITE BRN.~LT.BRN.SILTY,SANDY CLAY 13.0 118.5 404273
TEST
NO
LOCATION
1. WATER LINE STA 2+40 3RD LIFT
2. SAME @ 2ND LIFT
3. SAME @ 1ST LIFT
4. SAME @ FINAL
5. SAME @ STA 4+40 3RD LIFT
6. SAME @ 2ND LIFT
7. SAME @ 1ST LIFT
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pc fj DENSITY DENSITY
(%) (%) WET DRY (Pcf) (% max)
15.0 13.0 132.3 115.0 118.5 97
22.5 19.5 124.0 101.2 104.0 97
15.4 13.0 134.1 116.2 118.5 98
20.8 19.5 123.2 102.0 104.0 98
15.4 13.0 133.2 115.4 118.5 97
21.8 19.5 122.8 100.8 104.0 97
22.4 19.5 124.2 101.5 104.0 98
Report Of Tests Continued On Page 2
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall mt be reproduced except in
full without the approval of the testing laboratory. The use of our name must receive our written approval. Our let[ers and reports
1 W7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or similar products.
~1MACTEC
f ENGINEERING AND CONSULTING
SALYER AND ASSOCIATES
PROJECT NO. 9 0 2 3 7 4 7
DATE OF SERVICE: 7/06/2004
REPORT OF TE5TS (continued ~
REPORT NO. 4 0 4 6 4 7
PAGE 2 OF 2
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (°k) (°k) WET DRY (Pct (°lo max)
8. SAME @ FINAL 22.7 19.5 125.3 102.1 104.0 98
9. SAME @ STA 6+40 3RD LIFT 15.1 13.0 133.3 115.8 118.5 98
10. SAME @ 2ND LIFT 15.4 13.0 132.7 115.0 118.5 97
11. SAME @ 1ST LIFT 21.8 19.5 122.9 100.9 104.0 97
12. SAME @ FINAL 21.5 19.5 123.2 101.4 104.0 98
13. SAME @ STA 8+40 3RD LIFT 21.8 19.5 122.4 100.5 104.0 97
14. SAME @ 2ND LIFT 21.4 19.5 122.9 101.2 104.0 97
15. SAME @ 1ST LIFT 21.0 19.5 123.4 102.0 104.0 98
16. SAME @ FINAL 21.8 19.5 124.7 102.4 104.0 98
Test results on this report meet project
specifications as noted on page 1.
Technician: Scott Jaeger Started: 10:00AM Stopped: 12:30PM
Report Distribution:
(I) CITY OF CO PELL~~~T~~ A EC
Tim Begole, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reprodtued except in
Lull wi[hout the approval of [he testing laboratory. The use of our name must receive our written approval. Our letters and repors
I(A)7 T'I~ apply only to the sample tested and/or inspected, and are not 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 76115-7123
Tel: 817-284-7755• Fax: 817-589-1420
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 4 7 0 6
DATE OF SERVICE: 7/08/2004
AUTHORIZATION:
REPORT DATE: 7/ 12 / 2 0 0 4
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: SALYER AND ASSOCIATES
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 9 5 $
MOISTURE: 0 TO +4 ~ OF OPT .
PROJECT DATA
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENTi~TA 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
TEST
NO LOCATION
1. PARKING AREA N END 1ST LIFT
---~
2. SAME @ S END 1ST LIFT
3. SAME @ N END 2ND LIFT
REPORT OF TEST5
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcf) DENSITY DENSITY
(°k) (%) WET DRY (Pcf) (% max)
21.5 19.5 121.7 100.2 104.0 96
21.8 19.5 123.0 101.0 104.0 97
22.0 19.5 123.5 101.2 104.0 97
4. SAME @ S END 2ND LIFT 21.4 19.5 123.2 101.5 104.0 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 01:OOPM Stopped: 04:OOPM
Report Distribution:
(I) SALYER AND ASSOCIATES
l I) CITY OF COPPELL M C C
Tim Begole, CET.
Our letters 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 testing laboratory. The use of our name must receive our written approval. Our letters and reports
100' TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar products.