Coppell/121 Off Pk-LR040813~~y AZTEC
~r ENGINEERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fart Worth, Texas 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
REPORT OF
SOIL-LIME MIXTURE PULVERIZATION
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROTECTNO.: 9023747
REPORT NO.: 4 0 5 813
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8 / 10 / 2 0 04
AUTHORIZATION:
REPORT DATE: 8/13/2004
SERVICES: Sample lime treated subgrade soil from construction area and test for
degree of pulverization.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES SPECIFICATION REQUIREMENTS:
TEST LOCATION: DECEL LN 121 BUSINESS PARK MINIMUM PERCENT PASSING 1.75 SIEVE: 100.0%
TEST METHOD: SDHPT Item 260 MINIMUM PERCENT PASSING#4 SIEVE: 60.0%
REPORT OF TEST5
TEST PASSING 1 . 7 5
NO LOCATION SIEVE (%)
1. DECEL LN 121/COPPELL BUSINESS PARK
NORTH END 100
2. DECEL LN 121/COPPELL BUSINESS PARK
CENTER 100
3. DECEL LN 121/COPPELL BUSINESS PARK
SOUTH END 100
Test results on this report meet project
specifications as noted above.
Sample{s) were tested in the as sampled moisture condition.
Technician: Scott Jaeger
Report Distribution:
PASSING #4
SIEVE (%1
75
74
75
(I) SALYER AND ASSOCIATES MACTEC
(,)CITY OF COPPELL /~/y~ ~/~ ~
i~~ t/ ~ ~-L~.~ ~~
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
701(i apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or similar products.
~~_~ I~VIACTE~ ----~J. ~~
" ENGINEERING AND CONSULTING L ,~'`--~
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 7 6 9
DATE OF SERVICE: 8/ 0 9/ 2 0 04
AUTHORIZATION:
REPORT DATE: 8/ 13 / 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 3430E
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENT3~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 MAXID4IJM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (%) (°b) WET DRY (Pcf) (°lo max)
1. PAD CAP N SIDE CAP 15.2 14.0 129.5 112.4 116.0 97
2. PAD CAP CENTER CAP
3. PAD CAP S SIDE CAP
Technician: Scott Jaeger
16.0 14.0 129.9 112.0 116.0
14.8 14.0 129.5 112.8 116.0
Test results on this report meet project
specifications as noted above.
Started: 10:00AM Stopped: 12:30PM
97
97
Report Distribution:
(1) SALYER AND ASSOCIATES
(I) CITY OE COPPELL MAC C
Tim Begole, CET.
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 letters and reports
1 W? TT apply only to [he sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar products.
Ir/IACTEC
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 6 4 4
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8 / 0 5 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/ 13 / 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 D3 017
SPECIFICATION:
DENSITY: 95
MOISTURE: ±2 % OF OPT .
PROJECT DATA
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENT3~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 FINAL 15.0 14.0 130.4 113.4 116.0 98
2. PAD SOUTH END FINAL 15.5 14.0 130.5 113.0 116.0 97
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:00AM Stopped: 12:OOPM
Report Distribution:
(Ij C[TY OF COPPELL~IATES
MACTEC
it
Tim Begole, CET.
Our le¢rrs and repons 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 artd reports
I(q' TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or similar products.