Coppell/121 Off Pk-LR040816ACTEC
,,;
ENGINEERING AND CONSULTING
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
SUITE 200
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
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 5 8 4 8
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8/ 11/2004
AUTHORIZATION:
REPORT DATE: 8/ 16 / 2 0 0 4
SERVICES: Perform in-place density and moisture content tests to determine the degree t
of field compaction.
CONTRACTOR: SALYER AND ASSOCIATES
METHOD OF TEST:
DENSITY: ASTM 02922
MOISTURE: ASTM D3 017
SPECIFICATION:
DENSITY: 9 5
MOISTURE: 0 TO +4 % OF OPT .
TEST OF
ON SITE
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
MATERIALS MOISTURE % DENSITY pcf REPORT NO
L/T LT BROWN SANDY CLAY W/ROCK 21.0 102.5 405856
TEST
NO LOCATION
1. DECEL LN 121 BUSINESS PARK
COPPELL STA 0+50 FINAL
2. SAME C~ STA 2+00 FINAL
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcf) DENSITY DENSITY
(%) (°!o) WET DRY (Pcf) (% max)
23.2 21.0 122.6 99.5 102.5 97
22.9 21.0 123.4 100.4 102.5 98
_. SAME ~ STA 3+50 FINAL 23.0 21.0 121.8 99.0 102.5 97
4. SAME @ STA 4+00 FINAL 23.2 21.0 123.3 100.1 102.5 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:30AM Stopped: 01:30PM
Report Distribution:
(1) SALYER AND ASSOCIATES
(1) CITY OF COPPELL Mf~~'TE~'
Tim Bego e, CET.
Our letters and reporu are t'or the exclusive use of the client to whom they are addressed and shall tat be reproduced except in
full without dte approval of the testing laboratory. The use of our rtame must receive our written approval., Our letters atd reports
11b. TT apply only to the sample tested and/or inspected, and are rot indicative of the quantities of apparently tdenncal or similar products.
~.~~~I~~IACTEC
p/,~.,r_
~ ENGINEERING AND CONSULTING
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: SALYEP AND ASSOCIATES
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 761 1 8-71 23
Tel: 81 7-284-7755+ Fax: 81 7-589-1420
ISS"' SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
~~P,APEVINE, TX 76051 PROJECT NO.: 9023747
REPORT N0. 405856
PROJECT: ~`v~Y ~~I BUSINESS PARK DATE OF SERVICE: 8i 1G,%2004
AUTHORIZATION: ~~~~
REPORT DATE 8;'16%2004
SERVICES: Obtain sample of material used for constructian, prepare samples and ~ I~~ `
perform moisture-density relations test to establish the maximum density
and cptimum moisture of the material.
PROJECT DATA
CONTRACTOR: SALVER AND ASSOCIATES TEST DATE: 8;'181"2004
DATE SAMPLED: 8;10/2004 MATERIAL: ;LET) LT. BROWN CLAY wjROCK
SAMPLED BY Scott Jaeger CLASSIFICATION:
TEST FOR: LLt~1E TRT' D SUBGR.riDE MATERIAL PREPARATION METHOD: Moist
SAMPLE I OCATION: DECELERATION LANE, 121 BUS . PP1?K RAMMER TYPE: Mechanical
FA`s%ING SUBGRADE METHOD OF TEST: ASTM D598, Method A
ASTM D4318, Method A
REPORT OF TESTS
~o
Id
10
DF~Y
DENS-
iix;ll 9 9
97
MAXIMUM DENSITY, PCF' 102. 5
OPTIMUM MOISTURE (%1: 21 . 0
LIQUID LIMIT: 40
PLASTIC LIMIT: 2 9
PLASTICITY INDEX:~I
E = Estimated Value
Technician: Clay self, CET.
Laboratory Services I9gr.
Report Distribution:
SALVER AND ASSOCIATES
c,T~r -,F coPPE~~ EC
i ~
I ~ /
Tim _goi ET.
~`
t i ~y i~ -hr~ r ~. rr ~ i ~ , i~ d.~ ~ 1-:apmch ~,~ a..: rept ~.~
tint , ~i~ ~I ~~ ~ i ~
i ,; l ., ~ r r ~,u al. O.u k n. sand r ~:ons
-~1 .,~ri 1 ai ~h-,d ,~~ _.. r r--alunila~pr ', its
18 20 22 24 26 28 30
MOISTURE CONTENT (%1
c ~ 5
~~ i ' {' ~~~-~• ~\ c~1 ` '- L'~ ~ ~ ~~-~ MACTEC Engineering
ACTEC ~~~
~_ and Consulting
r~ a ENGINEERING AND CONSULTING
2200 Gravel Drive
U~ ~ CS- ~ 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 8 4 8
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8 / 11 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/16/2004
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
b1ETHOD OF TEST: GAUGE SERIAL NO.: 2 3 3 3 4
DENSITY: ASTM D2922 STANDARD COUNTS
MOISTURE - CURRENTi~TA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 9 5 ~ PROBE DEPTH (in.): 6
MOISTURE: 0 TO +4 ~ OF OPT . MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE L/T BROWN SANDY CLAY 21.0 102.5 405856
TEST
NO LOCATION
1. DECEL LN 121 BUSINESS PARK
COPPELL STA 0+50 FINAL
2. SAME @ STA 2+00 FINAL
3. SAME @ STA 3+50 FINAL
4. SAME @ STA 4+00 FINAL
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcf) DENSITY DENSITY
(%) (%) WET DRY (Pcf) (% max)
23.2 21.0 122.6 99.5 102.5 97
22.9 21.0 123.4 100.4 102.5 98
23.0 21.0 121.8 99.0 102.5 97
23.2 21.0 123.3 100.1 102.5 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:30AM Stopped: 01:30PM
Report Distribution:
(1) SALYER AND ASSOCIATES MACTEC
(I) 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 not be reproduced except in
full without the approval of the testing laboratory. The use of our name must receive our writ[en approval. Our letters and reports
IIXT TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenncal or similar products.
¢MACTEC
ENGINEERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 761 1 8-71 23
Tel: 81 7-284-7755 ~ Fax: 81 7-589-1420
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: SALY'ER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 405856
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 8/10/2004
AUTHORIZATION:
REPORT DATE: 8/16/2004
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test tc establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES TEST DATE: 814/2004
DATE SAMPLED: 8 / 10 % 2 0 04 MATERIAL: L i T BROWN SANDY CLAY
SAMPLED 8Y Scott Jaeger CLASSIFICATION:
TEST FOR: LIME TRT' D SUBGRF.DE MATERIAL PREPARATION METHOD: Moist
SAMPLE LOCATION: DECELERATION LANE , 121 BUS .PARK RAMMER TYPE: Mechanical
PAVING SUBGRADE METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Method A
REPORT OF TESTS
ZERO AIR VOIDS CURVE
SPECIFIC GRAVITY 2.65E
MAXIMUM DENSITY, PCF: 102. 5
OPTIMUM MOISTURE 1%): 21 . 0
1
DRY
DENS.
ihctl 9
18 20 22 24 2(~ Lti .5~
MOISTURE CONTENT (°ici
LIQUID LIMIT: 40
PLASTIC LIMIT: 2 9
PLASTICITY INDEX: 11
E = Estimated Value
Technician: lay Self, CET.
Laboratory Ser-.-ices Mgr.
Report Distribution:
~ sAIVER aND AssocaTES MACTEC
:1'~ CIT~~ OF COPPELL
Tim of CET.
C I [ rs a ~d reports a e .r tf e - I~ s ve ~_s C [he d nt t,: ~h _ t.ie~ are addressed and sham nol de reproduced except in
II I . r t e appros I >t ne test~~g labora r TLe use of o~ ~ v e nust e e' oar v tten approval Our letters and reports
i ilOf ~ nl~ ., HIV -<. the ~a~npl jested a drr inspe~t_d and ar ~c[ 1C1[, a7i.F. ,f the q,,a i.itlas df apparei;tly identical or similar products.