Coppell/121 Off Pk-LR040629.~~~ 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
MOISTURE-DENSITY RELATIONS
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 4 4 0 3
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 6 / 2 3 / 2 0 04
AUTHORIZATION:
REPORT DATE: 6/ 2 9/ 2 0 0 4
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES TEST DATE: 6/28/2004
DATE SAMPLED: 6/23/2004 MATERIAL: Brn & Drk Brn Clay
SAMPLED BY: Scott Jaeger CLASSIFICATION:
TEST FOR: On site ma t r i a l MATERIAL PREPARATION METHODi~1o i s t
SAMPLE LOCATION: On site stockpile, untility RAMMERTYPE: Mechanical
line METHOD OF TEST: ASTM D698, Method A
106
104
102
DRY
DENS.
(pe0 100
98
REPORT OF TEST5
AIR VOIDS Cl
[FIC GRAVITY
0
13 15 17 19 21 23 25
MOISTURE CONTENT (%)
Technician: James Ledbetter
MAXIMUM DENSITY, PCF: 10 4 . 0
OPTIMUM MOISTURE (%): 19 . 5
LIQUID LIMIT: 5 7
PLASTIC LIMIT: 2 6
PLASTICITY INDEX: 31
E = Estimated Value
Report Distribution:
(lj C TY OF CO PELMATES A(~'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 apprpval. Our letters and reports
1006 apply only to the sample tested andtor inspected, 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: 817-284-7755 Fax: 817-589-1420
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECT NO.: 9023747
REPORT NO.: 4 0 4 2 7 3
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 6 / 19 / 2 0 04
AUTHORIZATION:
REPORT DATE: 6/ 2 9/ 2 0 0 4
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: SALYER AND ASSOCIATES TEST DATE: 6/23/2004
DATE SAMPLED: 6 / 19 / 2 0 0 4 MATERIAL: BRN . / LT . BRN .SILTY , SANDY CLAY
SAMPLED BY: Scott Jaeger CLASSIFICATION:
TEST FOR: SITE MATERIAL MATERIAL PREPARATION METHODI~lt71 st
SAMPLE LOCATION: COPPELL BUSINESS PARK RAMMER TYPE: Mechanical
NATIVE MATERIAL METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Method A
126
122
118
DRY
DENS.
(Pei 114
110
REPORT OF TESTS
ZERO AIR VO1D.S CUffVE
SPECIFIC GRAVITY 2.65E
- __ -
/ Y 11 13 15 17 19
MOISTURE CONTENT (%)
Technician: Clay Self, CET.
MAXIMUM DENSITY, PCF: 118. 5
OPTIMUM MOISTURE (%): 13 . 0
LIQUID LIMIT: 3 7
PLASTIC LIMIT: 2 0
PLASTICITY INDEX: 17
E = Estimated Value
Laboratory Services Mgr.
Report Distribution:
(1) SALYER AND ASSOCIATES
i l) CITY OF COPPELL C'1'~i'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
tlXxi apply only to the sample tested and/or inspected, and arc no[ indicative of the quantities of apparently identical or similar products.
~~~ ACTEC
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 3 7 2 0
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 5 / 2 4 / 2 0 0 4
AUTHORIZATION:
REPORT DATE: 6/29/2004
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~TA PREVIOUS: NA
MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA
SPECIFICATION: TEST MODE: Direct Transmission
DENSITY: 95~ PROBE DEPTH (in.): 6
MOISTURE: NA MOISTURE/DENSITY RELATIONS REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE RDSH BRN CLAYEY SAND 13.0 117.5
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf) (% max)
1. 8" WATER LINE A STA 1+00 2ND
LIFT 14.5 13.0 130.5 114.0 117.5 97
2. SAME @ 1ST LIFT 15.0 13.0 131.7 114.5 117.5 97
3. SAME @ FINAL 14.8 13.0 132.0 115.0 117.5 98
4. SAME @ STA 2+50 2ND LIFT 14.0 13.0 129.0 113.2 117.5 96
5. SAME @ 1ST LIFT 14.2 13.0 130.4 114.2 117.5 97
6. SAME @ FINAL 14.5 13.0 131.4 114.8 117.5 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 02:OOPM Stopped: 04:30PM
Report Distribution:
iii ciTV oR c"oP°s~~OC1AT~ M CTEC
Tim Begole, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall trot 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
I W7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenncal or similar products.