Coppell/121 Off Pk-LR040726~ ~ 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 PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 5 2 2 3
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7 / 2 2 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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 - CURRENTi~IA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 9 3 $ - 9 8 % PROBE DEPTH (in.): 6
MOISTURE: +3 $ TO +6 % ABOVE OPT MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSTTY
NO LOCATION (%) (%) WET DRY (Pcf) (% max)
1. BUILDING PAD N END 9TH LIFT 26.0 22.5 117.8 93.5 98.5 95
2. SAME @ S END 9TH LIFT 25.8 22.5 117.0 93.0 98.5 94
3. SAME @ N END FINAL 26.2 22.5 117.1 92.8 98.5 94
4. SAME @ S END FINAL 25.6 22.5 117.1 93.2 98.5 95
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 11:30AM Stopped: 02:30PM
Report Distribution:
tp snt.vER nrvn nssocl,aT~s MA EC
(1) CITY OF COPPELL
Tim Begole, CET.
Our letters and repons are for the exclusive use of the client [o whom they arc addressed and shall rwt 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' T'T' 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
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 0 516 5
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7/21/2004
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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: 93% - 98%
MOISTURE: +3 % TO +6 % ABOVE OP .
GAUGE:TROLXER 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
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (%) (;b) WET DRY (Pcf) (% max)
1. BUILDING PAD N END 7TH LIFT 26.2 22.5 116.6 92.4 98.5 94
2. SAME @ S END 7TH LIFT 25.9 22.5 118.6 94.2 98.5 96
3. SAME @ N END 8TH LIFT 26.0 22.5 117.8 93.5 98.5 95
4. SAME @ S END 8TH LIFT 25.7 22.5 117.3 93.3 98.5 95
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:00AM Stopped: 01:OOPM
Report Distribution:
iii ciTV oR coP°a~ OC1ATES M CT C
Tim Begole, CET.
Our letters and reports are for the eulusive use of the client to whom they are addressed and shall not be reproduced except in
full without [he approval of the [esting laboratory. The use of our name must receive our written approval. Our letters and reports
1007 TT apply only to the sample tested andlor inspected, and are not indicative of the quantities of apparently idenncal or similar products.
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 PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 513 9
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7/20/2004
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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: 93% - 98%
MOISTURE: +3 % TO +6 % OF OPT .
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENTi~IA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TEST MODE: Direct Transmission
PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS
TEST OF MATERIALS MOISTURE % DENSITY pcf _
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 4
REPORT OF TESTS
REFERENCE
FIELD OPTIMUM FIELD DENSITY MAXIMUM
'T'EST MOISTURE MOISTURE (pcfj DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf1 (%a max)
1. BUILDING PAD N END 5TH LIFT 25.8 22.5 117.2 93.2 98.5 95
2. SAME @ S END 5TH LIFT 26.0 22.5 117.7 93.4 98.5 95
3. SAME @ N END 6TH LIFT 25.7 22.5 118.5 94.3 98.5 96
4. SAME @ S END 6TH LIFT 26.3 22.5 117.5 93.0 98.5 94
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 11:OOAM Stopped: 02:OOPM
Report Distribution:
(1) SALYER AND ASSOCIATES M CT C
(7) CITY OF COPPELL
Tim Begole, CET.
Our letters and reporcs are for [he 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 reporcs
100? T'I' apply only to the sample tested arxilor respected, and are not indicative of the quantities of apparently tdenncal or similar products.
-'_:~ ACTEC
ENGINEERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 517-284-7755• 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 2 4 7
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7/17/2004
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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 02922
MOISTURE: ASTM D3 017
SPECIFICATION:
DENSITY: 9 3 % - 9 8
MOISTURE: +3 % TO +3 % OF OPT .
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENTNA 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 LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (°k) (%) WET DRY (Pcf) (% max)
1. BUILDING N END 4TH LIFT 25.9 22.5 117.7 93.5 98.5 95
2. SAME @ S END 4TH LIFT 26.2 22.5 117.4 93.0 98.5 94
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 10:00AM Stopped: 01:OOPM
Report Distribution:
(I) SALYER AND ASSOCIATES MA TEC
(1) CITY OF COPPELL
Tim Bego e, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall rot be reproduced except in
lull without the approval of the testing laboratory. The use of our name must receive our written approval. Our fetters and reports
100? TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tden[tcal or similar products.
=~~ 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 1
PROJECT NO.: 9023747
REPORT NO.: 4 0 5 0 2 6
DATE OF SERVICE: 7/ 16 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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 D2922 MOISTURE - CURRENTiQA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 9 3 % - 9 8 % PROBE DEPTH (in.): 6
MOISTURE: +3% TO +6% ABOVE OPT MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE °!o DENSITY pcf REPORT NO
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (°lo) (%) WET DRY (Pcf) (°lo max)
1. BUILDING PAD N END 3RD LIFT 25.8 22.5 118.4 94.1 98.5 96
2. SAME @ S END 3RD LIFT 26.1 22.5 117.9 93.5 98.5 95
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 11:OOAM Stopped: 02:OOPM
Report Distribution:
(I) SALYER AND ASSOCIATES M CTEC
f I) 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 wt be reproduced except in
full without the approval of the testing laboratory. The use of our r>arr[e must receive our written approval. Our letters and reports
1007 TT apply only [o the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenucal or similar products.
~~ ~ 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 1
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 4 9 9 3
DATE OF SERVICE: 7/15/2004
AUTHORIZATION:
REPORT DATE: 7/ 2 6/ 2 0 0 4
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
GAUGE SERIAL NO.: 2 3 3 3 4
METHOD OF TEST: STANDARD COUNTS
DENSITY: ASTM D2922 MOISTURE - CURRENTi~IA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 9 3 % - 9 8 % PROBE DEPTH (in.): 6
MOISTURE: +3% TO +6% ABOVE OPT MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf) (% max)
i. BUILDING PAD N END 1ST LIFT 25.8 22.5 117.2 93.2 98.5 95
2. SAME @ S END 1ST LIFT 26.0 22.5 116.9 92.8 98.5 94
3. SAME @ N END 2ND LIFT 25.7 22.5 117.5 93.5 98.5 95
4. SAME @ S END 2ND LIFT 26.2 22.5 117.4 93.0 98.5 94
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 01:30PM Stopped: 05:OOPM
Report Distribution:
(7) SALYER AND ASSOC]ATES M C EC
I7) 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 rat be reproduced except in
full without the approval of the testing lahoratory. The use of our name must receive our written approval., Our letters and reports
1(X17 TT apply only to the sample tested and./or inspected, and are not indicative of the quantities of apparently Idenncal or similar products.
~'~ ~ ACTEC
ENGWEERING 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
TeI: 817-284-7755• Fax: 817-589-1420
PROJECT NO.: 9 0 2 3 7 4 7
REPORT NO.: 4 0 4 9 4 8
DATE OF SERVICE: 7/14/2004
AUTHORIZATION:
REPORT DATE: 7/26/2004
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
GAUGE SERIAL NO.: 2 3 3 3 4
METHOD OF TEST: STANDARD COUNTS
DENSITY: ASTM D2922 MOISTURE - CURRENTi~lA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 93% - 98% PROBE DEPTH(in.): 6
MOISTURE: +3 % TO +6 °s ABOVE OPT MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
'TEST MOISTURE MOISTURE (pcfj DENSITY DENSITY
NO LOCATION (%) (°lo) WET DRY (Pcfj (% max)
1. BUILDING PAD N END BOTTOM OF
EXCAVATION
25.5 22.5 116.8 93.1 98.5 95
2. SAME @ S END BOTTOM OF EXCAVA-
TION 25.9 22.5 117.6 93.4 98.5
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 02:OOPM Stopped: 05:OOPM
95
Report Distribution:
(1) SALYER AND ASSOCIATES ~'+ E~'+
(1) CITY OF COPPELL
Tim Begole, CET.
Our leuers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
wll without the approval of the testing laborazory. The use of our name must receive our written approval. Our letters and reports
l IX)7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdentlcal or similar products.
Hi_,~, >r= ~:!=u_i4 !=i-1: !=~1 FR ~=~1~c'-;'=+14~t~ rr, ~ ; `F~~4?5 ~ !_~ F'. ~?%'!~~,
~ _ A TE MACTE(: E.n~ins:eriti~
fusel Car~sitliin
N INEBAING AND CONSULTING €.
2211F1 C;rat+,l brir'c
fort Wurll-, Texas 7ti1 lR=!123
Tel: Sf7-28A-7T~5• I~'ttx~ 817~5gt)-fs?r
REPORT OF
ATTERBEYtG LIMITS
CLIENT: SALVER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
sv~.T~ zoo
GRAPEVINE, TX 76051 PROJECTIVO.: 9023747
REPORT NO.: 4 0 5191
PRQTECT: HU1Y 1~1 BUSINESS PARK DAT]EOFSERVTCE: 7/2I/2004
AL'7'IIORIZATION:
RT>;PUIiT DATE: 7/26/200A
SERVICES: Sample, process and perform Atterbeg Limits test in a lime series of the
soil.
REPORT OF TESTS
Test Method: ASTM D4318
Soft Description: Brawn Sandy Clay
Liquid Mastic Plasticity
Limit Limit Index
Raw Material 51 2~i 27
2 % Lirne Added by Weight 44 30 l 4
4 % Lime Added by Weight 4A 33 11
6 % Lime Added by Weight 44 34 10
8 % Lime Added by Weight a2 3S 7
Recommended application is ~ %.
At 6 inch depth the recommended application rate is _24___ lbs./ square yard.
At $ inch depth the recommended application rate is T3~ lbs./ square yard.
(6" ~ °!e x 9 x 0-5 x pvctor pct
(8" m% x 9 x 0-667 x proctor pct
NOTE: Review project drawings and specifications to determine is a mmrm~m application talc is specified.
TeciuliCia11: Scott JaegEr
Report Distribution:
~i~ cArrLY op co~6A5t~SOC1ATES ACTEi C
Tim egole, CET.
Our lecten and repose are Per tM exclu4 vo uac or chu ciicnc w whom they arc add racd anQ shalt not be repmdc~ced except sn
fu31 without Ute appnsva! Of tee medn~ t rS'. TM ueo oc our NtiRn muu rceo vs our wrirton Ypprovel. Ottr tYtcrc endK'p0rtc
'. X79 Tr apply arty m the aart~le malad ud/or Irmpected, and aro not indlsativo O(4e quetltiUSe or epparmt~ipy idwttit~l VI tlliniler t~rodUt'u.