Old Townhomes-LR040614ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/14/04
PROJECT:
OLD CoPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-17
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE rN PLACE PERCENT
NO DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
111 06/14/04 FG-1.0 3 16.5 109 18.2 106 97 I-A
112 06/14/04 FG-1.0 3 16.5 109 17.8 107 98 I-A
113 06/14/04 FG~I.0 3 16.5 109 16.9 107 98 I-A
114 06/14/04 FG-1.0 3 16.5 109 17.9 107 98 1-A
115 06/14/04 FG-1.0 3 16.5 109 18.1 107 98 I-A
116 06/14/04 FG-1.0 3 16.5 109 17.0 108 99 I-A
117 06/14/04 FG-1.0 3 16.5 109 17.6 107 98 1-A
TEST LOCATION: UTILITIES
111 WATER LINE SERVICE TO BLOCK A, PAD 1
112 WATER LINE SERVICE TO BLOCK B, PAD 2
113 WATER LINE SERVICE TO BLOCK A, PAD 3
114 WATER LINE SERVICE TO BLOCK B, PAD 4
115 WATER LINE SERVICE TO BLOCKA, PAD 5
116 WATER LINE SERVICE TO BLOCK B, PAD 6
117 WATER LINE SERVICE TO BLOCK H PAD 8
CC: NONE
1 FILL · A iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRAOE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECiFiCATiONS ~~pecffullySu itt
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~~
4 CEMENT TREATED D RETEST ~'~C~ ~
ALPHA TESTING, INC
Geotectinical Engineering /,~ Construction Materials Testing /; Environmental Engineering /¢ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite lO0
Dallas. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/14/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-17A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB ~N PLACE IN PLACE PERCENT
NO DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
118 06/14/04 FG-1.0 3 16.5 109 18.1 106 98 1-A
119 06/14/04 FG-I.0 3 16.5 109 17.0 108 99 1-A
120 06/14/04 FG-1.0 3 16.5 109 19.4 106 97 1-A
121 06/14/04 FG-1.0 3 16.5 109 16.7 108 99 1-A
122 06/14/04 FG-2.0 3 16.5 109 17.9 106 98 1-A
123 06/14/04 FG-1.0 3 16.5 109 18.0 106 97 I-A
124 06/14/04 FG-2.0 3 16.5 109 18.1 106 98 I-A
TEST LOCATION: UTILITIES
118 WATER LINE SERVICE TO BLOCK A, PAD 12
119 WATER LINE SERVICE TO BLOCK A, PAD 10
120 WATER LINE SERVICE TO BLOCKA, PAD 14
121 WATER LINE SERVICE TO BLOCK A, PAD16
122 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
123 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
124 SANITARY SEWER SERVICE TO BLOCK B, PAD 2
CC: NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUSGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~e~oe~ ~mm~¢t~gC'e pectfully S mit
4 CEMENTTREATED D RETEST
'"-'"AARON COTTON~ JR
ALPHA TESTING /NC
Our test results and reports are for the exclusive use of/he Client (and heir desrgnated r eciplenls or1 file in OUr office) and shall riot be reproduced and/or d,stribu[ed except wrth express appmvar of
ALPHA The use of our name and /es~ resuits mu$1 receive our written approval Test results and reports apply only to Ihe sampres tested and o obse veal and are not ind~cat*ve of the qual~bes of
Geotechnical Engineenng /, Construction Matenals Testing /, Environmental EnglheenT~g /, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 75229
972/620-8911 - 972/263-4937 CMetro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/14/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-17B
TEST DATA:
TEST OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COblPACTION COMMENT*
125 06/14/04 FG-1.0 3 16.5 109 17.7 108 99 1-A
126 06/14/04 FG-2.0 3 16.5 109 17.1 108 100 I-A
127 06/14/04 FG-1.0 3 16.5 109 16.9 109 100 1-A
128 06/14/04 FG-2.0 3 16.5 109 17.5 108 99 1-A
129 06/14/04 FG-1.0 3 16.5 109 18.5 106 98 1-A
130 06/14/04 FG-2.0 3 16.5 109 17.2 109 100 1-A
131 06/14/04 FG-1.0 3 16.5 109 19.1 104 96 1-A
TEST LOCATION: UTILITIES
125 SANITARY SEWER SERVICE TO BLOCK B, PAD 2
126 SANITARY SEWER SERVICE TO BLOCKA, PAD 3
127 SANITARY SEWER SERVICE TO BLOCKA, PAD 3
128 SANITARY SEWER SERVICE TO BLOCK B, PAD 4
129 SANITARY SEWER SERVICE TO BLOCK B, PAD 4
130 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
131 SANITARY SEWER SERVICE TO BLOCK A, PAD 5 j
CC: NONE
1 FILL · A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUSGRADE B PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS
ectfuHy m
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Ou test ¢esull$ and epods are fo he exc us ye u ALPHA TEST NO N
se of the Chent (and their designated recipients on f~re in our Office) and shall not be reproduced and/or d~Strlbuted except with express apCproval
ALPHA The use of our name and res[ results must receive our whiten approval Test resuR$ and reports apply only to the samples tested and/or obse ved and are not Indicative of [he qualities of
apparen[l¥ identical OF srmflar specimens
Geotechnical Engineering / Construch'on Materials Testing /,'~ Environmental Engineering /; Consultfl~g
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/14/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-17C
TEST DATA:
TEST ~. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF
132 06/14/04 FG-2.0 3 16.5 109 18.5 105 97 1-A
133 06/14/04 FG-1.0 3 16.5 109 19.1 104 96 1-A
134 06/14/04 FG-2.0 3 16.5 109 18.2 105 97 1-A
135 06/14/04 FG-1.0 1 15.0 112.5 16.2 109 97 1-A
136 06/14/04 FG~2.0 1 15.0 112.5 153 110 98 1-A
137 06/14/04 FG-1,0 1 15.0 112.5 16.4 109 97 1-A
138 06/14/04 FG-2.0 1 15.0 112.5 15.8 109 97 1-A
TEST LOCATION: UTILITIES
132 SANITARY SEWER SERVICE TO BLOCK B, PAD 6
133 SANITARY SEWER SERVICE TO BLOCK B, PAD 6
134 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
135 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
136 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
137 SANfTARY SEWER SERVICE TO BLOCK A, PAD 12
138 SANITARY SEWER SERVICE TO BLOCK H, PAD 14
CC: NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE 8 PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
p ctfully S
3 LIME STABIUZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEC,F,CATIONS ~~
4 CEMENTTR~,TED D RETEST
ALPHA TESTING, INC
Our tes[ results and reports are for the exclusive use of the Client (and their deslgna[ed recipients on file in our officeI and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and lesl resulls must ¢e~,ve our written approval Tesl resurts and reports apply only to the samples res[ed and/or observed and are not ind¢catJve of Ihe qusJJtles of
epparendy identical or Slmdar specimens
Geotechnical Engineering /, Construction Materials Testmg /~' Environmental Engineem~g /? Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/14/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-17D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
139 06/14/04 FG-1.0 3 16.5 109 17.1 105 96 I-A
140 06/14/04 FG-2.0 3 16.5 109 17.4 104 95 I-A
141 06/14/04 FG-1.0 3 16.5 109 16.6 105 96 I-A
TEST LOCATION: UTILITIES
139 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
140 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
141 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
CC: NONE
1 FILL * A iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS .~s~%cts ectfully S~, m~tt~.,~mitt
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ,~Z,t/~" ' ', (~'ZJ~"'~
4 CEMENT TREATED D RETEST "~R'Oi~·
ALPHA TESTING, INC
Our test results and repod$ are for the exclusive use of Ihe Client (and Ihei~ designated reoplenls on file rn our office) and shall nol be reproduced and/or d~stributed excepl w, th express approval of
ALPHA The use of our nan'~ and test results must receive our written approval Test resulls and repods apply only [o lhe samples tesled and/or observed and are not ind cat Ye o he qua es of
aDpaaently ~den[~cal or s~mdar specm~ns
Geotechmca/ Enganeem~g · Construchon Materials Testing · Environmental Engineenng · Consulting