Coppell/121 Off Pk-LR040810ACTEC
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 5 619
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8 / 0 4 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/ 10 / 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: ±2 $ 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
SELECT FILL REDDISH BROWN SANDY CLAY 14.0 116.0 404995
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf) (% max)
1. PAD NORTH END 2ND LIFT
15.4 14.0 129.7 112.4 116.0 97
2. PAD SOUTH END 2ND LIFT 14.7 14.0 127.3 111.0 116.0 96
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 02:OOPM Stopped: 05:OOPM
Report Distribution:
p) SALYER AND ASSOCIATES M CTEC
(1) CITY OF COPPELL
Tim Begole, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall tat 6e reproduced except in
full withow the approval of the testing laboratory. The use of our name ttwst receive our written approval. Our le[[ers and reports
100? T I apply only to [he sample rested 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 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 5 5 6 7
DATE OF SERVICE: 8/ 0 3/ 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/ 10 / 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: ±2 % 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
SELECT FILL REDDISH BROWN SANDY CLAY 14.0 116.0 404995
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
Np LOCATION (%) (%) WET DRY (PCf) (% max)
1. PAD NORTH END 1ST LIFT 15.2 14.0 130.3 113.1 116.0 98
2. PAD SOUTH END 1ST LIFT 15.0 14.0 129.7 112.8 116.0 97
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 01:30PM Stopped: 03:OOPM
Report Distribution:
OCIATES
I ~~'I'L'j ~`
TY OF CO PEL
(lj C
Tim Begole, CET.
Our let[ers and reporu are for the exclusive use of the client to whom [hey 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 rat indicative of the quantities of apparently identical or similar products.
~~~, ~/IACTEC
ENGINEERING AND CONSULTING
REPORT OF
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
IN-PLACE DENSITY
CLIENT: SALYER AND ASSOCIATES `
~l
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1 ~11>,
SUITE 200
GRAPEVINE, TX 76051 PROJECT NO.: 9023747 ,~ ~~
REPORT NO.: 4 0 5 6 9 6
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8 / 0 6 / 2 0 04 ~ ~ `
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AUTHORIZATION: ,~ , ~~t
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REPORT DATE: 8 / 10 / 2 0 0 4
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SERVICES: Perform in-place density and moisture 1
content tests to determine the de~ree
of field compaction.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
hIETHOD OF TEST: STANDARD COUNTS
DENSITY: ASTM D2922 MOISTURE - CURRENTi~7A PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 95% PROBE DEPTH (in.): 6
MOISTURE: 0 TO +4 ~ OF OPT . 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 (pcf) DENSITY DENSITY
NO LOCATION (%) (°k) WET DRY (Pcf) (% max)
1. 48" RCP SD "A" STA 0+40 15T
LIFT 20.5 19.5 122.9 102.0 104.0 98
2. SAME @ FINAL 20.1 19.5 123.0 102.4 104.0 98
3. SAME @ STA 1+60 1ST LIFT 21.0 19.5 122.3 101.1 104.0 97
4. SAME @ FINAL 20.5 19.5 122.7 101.8 104.0 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 11:OOAM Stopped: 02:OOPM
Report Distribution:
(lj CITY OF COPPELMATES M CTEC
Tim Begole, CET.
Our le[[ers and repons are f'or 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 t[artte must receive our written approval. Our let[ers and repons
1 W7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar produces.
-~ 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
SUITE 200
GRAPEVINE, TX 76051
PROJECT: HWY 121 BUSINESS PARK
PAGE 1 OF 2
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 5 4 9 8
DATE OF SERVICE: 8/ 0 2/ 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/10/2004
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
DENSITY: ASTM D2922 STANDARD COUNTS
MOISTURE: ASTM D3 017 MOISTURE - CURRENTiQA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 95 ~ PROBE DEPTH (in.): 6
MOISTURE: 0 TO +4 % OF OPT . MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE REDDISH BROWN SANDY CLAY 14.5 116.5 403382
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pc t) DENSITY DENSITY
NO LOCATION (°k) (%) WET DRY (Pct) (°k max)
1. DECEL LN 18X24 CURB INLET TEE
SD "B" EAST STA 0+00 4TH LIFT 16.2 14.5 132.5 114.0 116.5 98
2. SAME @ 3RD LIFT 24.5 22.5 118.9 95.5 98.5 97
3. SAME @ 2ND LIFT 24.0 22.5 117.8 95.0 98.5 96
4. SAME @ 1ST LIFT 24.3 22.5 119.6 96.2 98.5 98
5. SAME @ FINAL 23.8 22.5 118.0 95.3 98.5 97
6. SAME @ SD "D" WEST STA 0+00
4TH LIFT 16.4 14.5 131.6 113.1 116.5 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
full without the approval of the testing laboratory. The use of our ttatre must receive our written approval. Our letters and reports
100' TT apply only to the sample tested and/or inspected, and are not itdicazive of the quantities of apparently idenncal or similar products.
J MACTEC
ENGINEERING AND CONSULTING
SALYER AND ASSOCIATES
PROJECT NO. 9 0 2 3 7 4 7
DATE OF SERVICE: 8/ 0 2/ 2 0 0 4
REPORT OF TESTS ccontinued)
REPORT NO. 4 0 5 4 9 8
PAGE 2 OF 2
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pct) DENSITY DENSITY
Np LOCATION (°k) (°!o) WET DRY (Pct7 (% max)
2. SAME @ 3RD LIFT 24.3 22.5 118.3 95.2 98.5 97
8. SAME @ 2ND LIFT 24.5 22.5 118.0 94.8 98.5 96
9. SAME @ 1ST LIFT 23.4 22.5 117.8 95.5 98.5 97
10. SAME @ FINAL 24.2 22.5 119.5 96.2 98.5 98
Test results on this report meet project
specifications as noted on page 1.
Technician: Scott Jaeger Started: O1:00PM Stopped: 03:OOPM
Report Distribution:
(Ij CITY OF COPOPELL~I~T~ M TEC
Tim Begole, CET.
Our letters and reports are for the exclusive use of the client to whom [hey 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 attd/or inspected, and are mt indicative of the quantities of apparently tdenncal or similar produc[s.