Townhouses-LR000708ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/08/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-12B
TEST DATA:
TEST ~ ELEV. SOIL ID OP~MUM MAYJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,% NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
114 07~08~00 FG-9.7 4 20.1 101.9 20.8 103 101 1-A
115 07/08/00 FG-10.2 4 20.1 101.9 20.6 102 100 1-A
116 07/08/00 FG-9.7 4 20.1 101.9 20.7 101 99 1-A
117 07~08~00 FG-12.3 4 20.1 101.9 20.6 102 100 1 -A
118 07/08/00 FG-10.7 4 20.1 101.9 21.5 103 101 1-A
119 07~08/00 FG-11.6 4 20.1 101.9 20.6 101 99 1-A
120 07/08/00 FG-9.5 4 20.1 101.9 20.7 101 99 1-A
TEST LOCATION:
114 3LOCK A, PAD #57
115 BLOCK A, PAD #58
116 BLOCKA, PAD#59
117 BLOCKA, PADffi~I
118 BLOCK A, PAD ~2
119 BLOCK A, PAD
120 BLOCKA, PADffi~4
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS ~
2 NATURAL SUBGRADE B, PERCENT COI~°ACT1ON DOES NOT COMPLY WiTH SPECIFICATIONS ~~
4. CEMENT13~EA~D D. RETEST
Geotechnical Engineering · Const~ction Mat, fi~l$ T®sting · Environmental Engineering · Con~ul~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/08/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-12A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSrrY MOISTURE DRY DENStTY COMPACTION COMMENT*
107 07/08/00 FG-10.3 3 21.6 98.8 22.6 98 99 1-A
108 07/08~00 FG-10.1 3 21.6 98.8 23.6 98 99 1-A
109 07/08/00 FG-9.7 3 21.6 98.8 24.0 96 98 1-A
110 07~08~00 FG-9.8 3 21.6 98.8 24.6 96 97 1 -A
111 07~08~00 FG-9.2 3 21.6 98.8 23.4 97 98 1-A
112 07/08/00 FG-9.2 3 21.6 98.8 23.6 97 98 1-A
113 07/08/00 FG-9.2 4 20.1 101.9 20.8 100 98 1-A
TEST LOCATION:
107 BLOCKA, PAD#61
108 BLOCKA, PAD~63
109 BLOCK A, PAD #62
110 BLOCK A, PAD #56
111 BLOCK A, PAD #57
112 BLOCKA, PAD#58
113 BLOCKA, PAD#59
CC: STEVE TOPLETZ, ANDANTE
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W~TH SPECIFICATIONS
I FILL
2. NA~JRAL SUB~RAD~ B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT31,~EATED D. RETEST
Geotechnical Enginee#ng · Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/08/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-12
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH-"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSlIY COMP^CTION COMMENT*
1 O0 07/08/00 FG-11.1 3 21.6 98.8 22.9 99 1 O0 1-A
101 07/08/00 FG-10.6 3 21.6 98.8 21.5 99 101 1-A
102 07/08/00 FG-10.2 4 20.1 101.9 21.9 101 100 . 1-A
103 07/08/00 FG~I 1.8 4 20.1 101.9 21.3 102 100 1-A
104 07/08/00 FG-11.3 4 20.1 101.9 20.2 102 100 1 -A
105 07~08~00 FG-9.7 4 20.1 101.9 20.5 101 99 1-A
106 07/08/00 FG-10.8 3 21.6 98.8 23.8 99 100 1-A
TEST LOCATION:
100 BLOCK A, PAD #63
101 BLOCKA, PAD#62
102 BLOCKA, PAD~2
103 BLOCKA, PAD#61
104 BLOCKA, PAD#61
105 BLOCK A, PAD #58
106 BLOCKA, PAD~61
CC: STEVE TOPLETZ, ANDANTE
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY Wn'H SPECIFICATIONS
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
· 3, UME STABIMZED ' C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WIIH SPEC~FICA33ONS
4. CEMENTTREATED D. RETEST
Geotechnical Engineering II Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Sulte 100
Dallas. Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: ~72/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/08/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-1 OB
TEST DATA:
TEST ~ ELEV. SOIL ID OI=TIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSFrY COMPACTION COMMENT*
72 07/08/00 SG 5 12.5 108 16.1 106 98 2-A
73 07/08/00 SG 5 12.5 108 15.7 108 100 2-A
74 07/08/00 SG 5 12.5 108 15.8 110 102 2-A
75 07/08/00 SG 5 12.5 108 13.8 109 101 2-A
76 07/08/00 SG 5 12.5 108 13.9 110 101 2-A
77 07/08/00 SG 5 12.5 108 16.3 108 100 2-A
78 07~08/00 SG 5 12.5 108 14.0 109 101 2-A
TEST LOCATION:
72 BLOCK B, PAD #30
73 BLOCK B, PAD f/~29
74 BLOCK B, PAD ~28
75 CLUB HOUSE AREA
76 BLOCKB, PAD~
77 BLOCK B, PAD ft-3
78 BLOCK B, PAD ~.4
CC: STEVE TOPLETZ, ANDANTE
1. FILL ~' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPAC~ON DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTmEATED D. RETEST
Geotechnical Engineering · Construction Matedals Testing · Environmental Engineering ·
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/08/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-10A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~.~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
65 07/08/00 FG-11.2 4 20.1 101.9 22.6 100 98 1-A
66 07~08~00 FG-10.7 4 20.1 101.9 22.1 101 99 1-A
67 07/08/00 FG-10.7 4 20.1 101.9 23.6 101 99 1-A
68 07/08/00 FG-10.2 4 20.1 101.9 22.6 100 98 1-A
69 07/08/00 FG-13.3 I 22.5 99.5 24.3 100 101 1-A
70 07/08/00 FG-12.8 I 22.5 99.5 24.3 99 99 1 -A
71 07/08/00 FG-11.2 1 22.5 99.5 23.8 99 100 1-A
TEST LOCATION:
65 BLOCK A, PAD #58
66 BLOCK A, PAD #58
67 BLOCKA, PAD'J9
68 B~OCKA, PAD#59
69 BLOCKA, PAD~61
70 BLOCKA, PAD#61
71 BLOCK A, PAD #62
CC: STEVE TOPLETZ, ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D, RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Const~ltin~ //
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite ?00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 ('Metro)
FAX: 972/406..8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 07/08/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-10
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAE IN PLACE IN PLACE PERCENT
NO, DATEDEPTH-'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
58 07/08/00 SG 5 12.5 108 14.1 107 99 2-A
59 07~08~00 SG 5 12.5 108 13.7 105 97 2-A
60 07~08/00 FG-8.0 2 19.0 100.4 21.6 100 99 1-A
61 07/08/00 FG-8.0 2 19.0 100.4 21.5 99 99 1-A
62 07/08/00 FG-7.4 4 20.1 101.9 20.1 100 98 1-A
63 07/08/00 FG-7.4 4 20.1 101.9 20.2 98 96 1-A
64 07/08/00 FG-6.8 4 20.1 101.9 20.3 100 99 1-A
TEST LOCATION: PAVING
58 INDEPENDENCE DRIVE - 30' NORTH AND 30' EAST OF NORTHWEST CORNER OF BUILDING PAD #65
59 INDEPENDENCE DRIVE - 35' NORTH AND 35' WEST OF NORTHWEST CORNER OF BUILDING PAD #56
60 INDEPENDENCE DRIVE - 40' NORTH AND 50' EAST OF NORTHWEST CORNER OF BUILDING PAD #65
61 INDEPENDENCE DRIVE - 30' NORTH AND 35' EAST OF NORTHWEST CORNER OF BUILDING PAD ~56
62 INDEPENDENCE DRIVE - 35' NORTH AND 35' EAST OF NORTHWEST CORNER OF BUILDING PAD ~65
63 INDEPENDENCE DRIVE - 30' NORTH AND 50' EAST OF NORTHWEST CORNER OF BUILDING PAD t~56
64 INDEPENDENCE DRIVE - 35' NORTH AND 50' EAST OF NORTHWEST CORNER OF BUILDING PAD #65
CC: STEVE TOPLETZ, ANDANTE
I FILL * A. ~N PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS Z
2 NATURAL SU~RADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~ p
3, LIME STABILIZED ' C. PERCENT IN PLACE MOiSTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con ~i'~