Coppell/121 Off Pk-LR040818'~ ACTEC
ENGINEERING AND CONSULTING
C~ ~ ^~
MACTEC Engineering
and Consulting
.~,,, r 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 A5 8 4 8
DATE OF SERVICE: 8/ 16 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 8/18/2004
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 D2 9 2 2
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 9 5 %
MOISTURE: - 2 % TO +4 % OF OPT .
PROJECT DATA
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENTiQA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TEST MODE: Direct Transmission
PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY ycf REPORT NO
ON SITE LT. BROWN CALICHE CLAY 22.5 98.5 404813
TEST
NO
LOCATION
1. FIRE LANE FILL W END 4TH LIFT
2. SAME @ FINAL
3. SAME @ E END 3RD LIFT
4. SAME @ 4TH LIFT
5. SAME Q FINAL
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcf) DENSITY DENSITY
(q°) (°~) WET DRY (Pcf) {% max)
24.2 22.5 117.7 94.8 98.5 96
23.1 22.5 117.2 95.2 98.5 97
22.8 22.5 117.3 95.5 98.5 97
23.4 22.5 118.8 96.3 98.5 98
24.0 22.5 119.7 96.5 98.5 98
6. FILL S OF FIRE LANE W END 2ND
LIFT 23.2 22.5 116.4 94.5 98.5
Report Of Tests Continued On Page 2
96
Our le[[ers and reports are for the exclusive use of the client to whom they are addressed and shall rot be reproduced except in
full without the approval of the testing labora[ory. The use of our name must receive our wri«en approval. Our letters and repons
1007 TT apply only to the sample tested and/or inspe[aed, and are rat indicative of the quantities of apparently Identical or similar products.
~J~~~;`MACTEC
"~ ENGINEERING AND CONSULTING
SALYEB APdD ASSOCIATES
PROJECT NO. 9023747
DATE OF SERVICE: 807 j2004
REPORT NO. 4A5696
PAGE ~ OF 2
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE Ipcf} DENSITY DENSITY
NO LOCATION !%) j%1 WET DRY (Pcf) (°% maxi
BACiCFILL FIRELANE (EAST END`
1`T LIFT' 24.2 22.5 ,-18.2 95.2 98.5 97
8. BACKFILL FIRELANE (EAST END)
''ND LIFT 23.4 22.5 118.6 96.E 98.5 98
FI;JL S. OF FIRELANE (WEST ENDI
c^, LIF`: 24.0 22.5 120.5 97.2 98.5 99
1C. F.LL ~'. CF FIPELANE (EAST END?
SST LIFT 24.3 22.5 118.5 95.3 98.5 97
Test results on this report meet project
spec~fi,~ations as noted on page
Technician: Scott Jaeger Started: O~:OC Stopped: 04:00
Report Distribution:
sc~~vE~z i;ra~ associ~:rEs l~t~TEC
,- n~ ~c~~Gi ~ n ~_
/O
Tim Begole, CET.
t I_cnrs aid reports are 'or t - ~ isn ~ the cl ?nt t: ~r~~iom the. ar is ~ ~--i an° shall -reproduced ex C,e p1 to
I I'C'. i' tl E dF ~' (, .' 1 t' - .E ~I I I . SP Ct f fle OUf ICPfs gild repOflS
.., rp Ir >>ly t it sam.~l r,[ed a~ i r~ ., i. ~.r x. ~d ..a r ~ J ., ~ a i i !I nu1,a ~ i~_inical ~.r 5 r.ilar products.
-~~'~t.#'MA~TEC
~ ENGINEERING AND CONSULTING
..~-°'°°
CLIENT: SALVER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
SUITE 200
_P.APE~~INE, TX 76051
PROJECT: HWY 121 BUSINESS PARx
~I n
REPORT OF
IN-PLACE DENSITY
PAGE 1 OF 2
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 761 1 8-71 23
Tel: 81 7-284-7755• Fax: 817-589-1420
PROJECT NO.: 9023747
REPORT NO.: 4A5696
DATE OF SERVICE: 8/07/2004
AUTHORIZATION:
REPORT DATE: 8;18/2004
SERVICES: ?erform i_n-place density- and moisture content tests to determine the degree
of field compaction.
PROJECT DATA
CONTRACTOR: SAL"YER AND ASSOCIATES GAUGE: TROXLER 3430B
PJIETHOD OF TEST: GAUGE SERIAL NO.: 23334
DENSITY: AS TM D2922 STANDARD COUNTS
MOISTURE -CURRENT: PREVIOUS:
MOISTURE: AS TM D3017 DENSITY CURRENT: PREVIOUS:
SPECIFICATION TEST MODE: Direct Transmission
DENSITY: ~ MINIMLJ:vI PROBE DEPTH (in.j: 8
MO~STURE: ~_ o TO +4`o OPTIMUM MOISTURE/DENSITY RELATIONS
REFERENCE
_ TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
GN SITE TILL LT. BROWN CALICHE CLAY X2.5 98.5 404813
C'?v SI`iF. FILL REDDISH BR. CLAYEY SPND 1=.0 117.5
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TES- MOISTU RE MOISTURE (pcf) DENSITY DENSITY
NC LOCATION (% I (% 1 WET DRY (Pcfl (% max)
I. D"E" INLET TEE -4' 15. 4 13.: 132.1 114.5 117.5 97
_. ~„~"E" INLET TEE -3' ~6. 0 13.0 133.6 115.2 117.5 98
_. 'I.~"E" ~NLET TEE -~ 24. 0 22.5 117.8 95.0 98.5 96
_. '~" TvLET TEE 1' 24. ? 22.`: ,118.6 95.4 98.5 97
ti n"E" INLET' TEE FINAL 23. 8 22. 118.8 96.0 98.5 97
B[?~~KFILL FIR~L_A1V (WEST END;
?; ~?L; LIET ~~ . 8 22 . ` 11? . 4 94.8 98 . S 96
Report Of Tests Ccncinued On Page 2
O. ~ letters a•~d reports are for ore exclusive use ct the cl u U evhui U~ey are adn ressed and shall nr,t be reproduced except in
n-iih°ut ~~e approval of the resting laboratcry The usa ~' r, ~.rt Wane must ~ecelve our varlt[en approval. Our letters and reports
r~, ~~~ ~.I~- only ro the sampla ta.=.tea andnr ~nsoecied and are nor ~ndicanve of ;he qra ~t~Tes of apparer[iv i fenhcal or smllar products.
J MACTEC
ENGINEERING AND CONSULTING
SALYER AND ASSOCIATES
PROJECT NO. 9 0 2 3 7 4 7
DATE OF SERVICE: 8/ 16 / 2 0 0 4
REPORT OF TESTS <cont i Hued ~
REPORT NO. 4 A5 8 4 8
PAGE 2 OF 2
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pct) DENSITY DENSITY
NO LOCATION (%) (96) WET DRY Pc % max
7. SAME @ 3RD LIFT 22.8 22.5 117.0 95.3 98.5 97
8. SAME @ E END 2ND LIFT 23.2 22.5 118.5 96.2 98.5 98
9. SAME @ 3RD LIFT 23.5 22.5 117.3 95.0 98.5 96
10. SAME @ W END FINAL 23.2 22.5 117.5 55.4 98.5 97
11. SAME @ E END FINAL 22.8 22.5 118.0 96.1 98.5 98
Test results on this report meet project
specifications as noted on page 1.
Technician: Scott Jaeger Started: 01:OOPM Stopped: 04:OOPM
Report Distribution:
~i~ ciTV of or°pE~i°C1nTes MA TEC
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
toll without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports
I W7 TT apply only to the sample tes[ed andlor inspected, and are tat indicative of the quantities of apparently Identical or similar products.