RC Townhomes-LR050114~EER
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: J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
PROJECT: RIVERCHASE TOWNHOMES ADDITIONS
COPPELL
PAGE 1 OF 2
PROJECT NO.: 9023912
REPORT NO.: 500219
DATE OF SERVICE: 1/13/2005
AUTHORIZATION:
REPORT DATE: 1/14/2005
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: UNDERGROUND UTILITIES
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 95%
MOISTURE: -2% TO +4% OF OPT.
TEST OF
WATER LINE SERVICE
MATERIALS
RED/BRN.& DK.BRN.SAND/CLYw/GRV
PROJECT DATA
GAUGE: NA
GAUGE SERIAL NO.: 2 ? 6 6 0
STANDARD COUNTS
MOISTURE - CURRENT~IA PREVIOUS: NA
DENSITY - CURRENT:NA pREXqous: NA
TESTMODE: Direct Transmission
PROBE DEPTH (~.): 6
MOISTURE/DENSITY RELATIONS
OI'I'LIVI U M MAXIMUM REFERENCE
MO1STURE % DENSITY per REPORT NO
16.0 110.5 408007
TEST
NO LOCATION
1. LOT 33 T.O.G.
2. LOT 35 T.0.G.
3. LOT 37 T.O.G.
4. LOT 39 T.O.G.
5. LOT 41 T.0.G.
8. LOT 43 T.O.G.
7. LOT 45 T.O.G.
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (~D DENSITY
(%) (%} WET DRY (Pc0
14.9 16.0 128.8 112.1 110.5
15.7 16.0 128.3 110.9 110.5
15.7 16.0 128.2 110.8 110.5
15.4 16.0 128.8 111.6 110.5
18.0 16.0 127.2 107.8 110.5
16.2 16.0 127.7 109.9 110.5
15.9 0 128.2 110.6 110.5
DENSITY
~ max)
101
100
100
101
98
99
100
1007 TT
Report Of Tests Continued On Page 2
MACTEC
~ ENGINEERING AND CONSULTING
J.R. ROSE DEVELOPMENT
PROJECT NO. 9023912
DATE OF SER%qCE: 1/13/2005
REPORT NO.
PAGE 2
500219
OF 2
TEST
NO LOCATION
8. LOT 47 T.O.G.
9. LOT 49 T.O.G.
REPORT OF TESTS (Continued)
FIELD
MOISTURE
15.1
17.7
OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE (pcD DENSITY DENSITY
(%) WET DRY (Pcf) (% max)
16.0 128.7 111.8 110.5
16.0 128.8 109.4 110.5
Test results on this report meet project
specifications as noted on page 1.
Technician: Steve Campbell
Report Distribution:
(I) J R ROSE DEVELOPMENT
(1) CITY OF COPPELL ENGINEERING DP
/(307 TT
Tim Begole, CET.
~EERING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-284-7755® Fax: 817-589q420
REPORT OF
IN-PLACE DENSITY
CLIENT: J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
PROJECT: RIVERCHASE TOWNHOMES ADDITIONS
COPPELL
PAGE 1 OF 2
PROJECT NO.: 9023912
REPORT NO.: 500186
DATE OF SERVICE: 1/12/2005
AIYI%qORIZATION:
REPORT DATE: 1/14/2005
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: UNDERGROLrND UTILITIES
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 95 %
MOISTURE: -2% TO +4% OF OPT.
TEST OF
WATER SERVICE
MATERIALS
RED/BRN.& DK.BRN.SAND/CLYw/GRV
PROJECT DATA
GAUGE: NA
GAUGE SERIAL NO.: 2 7 6 6 0
STANDARD COUNTS
MOISTURE - CURRENT~A PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TESTMODE: Direct Transmission
PROBE DEPTH (~.): 6
MOISTURE/DENSITY RELATIONS
UVIIMUM MAXIMUM REFERENCE
MOISTURE % DENSITY per REPORT NO
16 . 0 110.5 408007
TEST
NO LOCATION
1. LOT 23 T.O.G.
2. LOT 24 T.O.G.
3, LOT 25 T.O.G.
4. LOT 26 T.O.G.
5. LOT 27 T.O.G.
6. LOT 28 T.0.G.
7. LOT 29 T.O.G.
REPORT OF TESTS
FIELD OPTIMUM F~LD DENSITY NLAXI]%IUM
MOISTURE MOISTURE (p~O DENSITY DENSITY
(%) (%) WET DRY ~c0 (% m~)
17.0 16.0 127,3 108.8 110.5 98
15.8 16.0 127.5 110.1 110.5 100
16.7 16.0 127.9 109.6 110.5 99
16.5 16.0 127.7 109.6 110.5 99
16.1 16.0 129.3 111.4 110.5 101
16.0 16.0 127.7 110.1 110.5 100
18.0 16.0 127.7 108.2 110.5 98
Report Of Tests Continued On Page 2
MACTEC
~ ENGINEERING AND CONSULTING
J.R. ROSE DEVELOPMENT
PROJECT NO. 9023912
DATE OF SERVICE: 1/12/2005
REPORT NO. 500186
PAGE 2 OF 2
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcO DENSITY DENSITY
NO LOCATION (%) (%) WET DRY (Pcf) ~max
8. LOT 30 T.O.G. 17.6 16.0 128.1 108.9 110.5 4 99
9. LOT 31 T.O.G. 18.4 16.0 127.5 107.7 110.5 97
10. LOT 32 T.O.G. 17.3 16.0 128.2 109.3 110.5 99
Test results on this report meet project
specifications as noted on page 1.
Technician: Steve ! ell Starte~ff~.., ~pped: 06:00PM
Report Distribution: ~.~" ~ ~.~ %.
(1) J.R ROSE DEVELOPMENT ~ ! _~0.~'?' ~ ~
(I) CITY OF COPPELL ENGINEERING DP ~ ~ ~. ,,,o,'~" · e~a~ O,~ ~ MACTEC