Gateway BP(2.5)-LR 981001;T
TN
ELEVATION
SOIL ID
NUMBER
MAXIMUM
LAB ORY
DENSITY
WATER
CONTENT
WET
DENSITY
DENSITY
PERCENT
COMPACTION
COMMENTS'
Spec. 95% Min
1ST
1
97.0
26.4
118.6
93.8
96.7
6 A
1ST
1
97.0
23.3
104.9
85.1
87.7
6 B
1ST
1
97.0
32.4
114.4
86.4
89.1
6 B D
1ST
1
97.0
26.0
109.4
86.8
89.5
6 B
1ST
1
97.0
24.7
115.5
92.6
95.5
6 A C
1ST
1
97.0
24.1
114.3
92.1
94.9
6 A C
TESTED FOR:
DATE:
TEST DATA: (1) DARK GRAY CLAY OPT. MOIST. 23.0%
1
2
3
4
5
6
1
2
3
4
5
TEST
NO.
6
NOTES:
6"
6"
6 11
6"
6"
6
Tri Information
l tfm fJToBuild On
Engineering Consulting Testing
TE
DEI
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
October 01, 1998
TEST LOCATION: PAVEMENT SOUTH END
SOUTHWEST FIRE LANE, SOUTHWEST CORNER OF BUILDING, 20'
SOUTHWEST CORNER OF BUILDING, 50' SOUTH X 20' EAST
SOUTHWEST CORNER OF BUILDING, 75' SOUTH X 40' EAST
SOUTHWEST CORNER OF BUILDING, 10' SOUTH X 35' EAST
RETEST OF TEST #2, THIS DATE
RETEST OF TEST #3, THIS DATE
TESTS PERFORMED PER ASTM D2922 -98 ASTM D3017- 88(93) *COMMENTS:
DENSITIES SHOWN: Lbs. per cubic foot
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry
density obtained on sample indicated by
soil ID number.
(1) ASTM D698
TESTINSTRUMENT: TROXLER,.-3411B, 19108
REMARKS: PSI did not monitor the material placement.
TECHNICIAN: STEVE REYNA
PSI A -100.2 (4)F
REPORT OF FIELD COMPACTION TESTS
OUR REPORT NO.: 337 80080 -16 PAGE 1 OF 2
1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
cc: (1) ROGERS O'BRIEN
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
G K LAUNDRY PROCESS.NG
SOUTH X 50' WEST
STANDARD COUNT M:
ADJUSTMENT DATA M:
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
E. MOISTURE E OW SPEC SPECIFICATIONS TIONS
D:
D:
Respectfully submitted,
Professional Service industries, Inc.
TESTED FOR:
3
3
TEST
NO.
PSI A -100.2 (4)F
6"
TEST
DEPTH
prf C2.71 Information
lr To Budd On
Engineering Consulting Testing
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
DATE: October 01, 1998
TEST DATA: (1) DARK GRAY CLAY OPT. MOIST. 23.0%
1ST
ELEVATION
TEST LOCATION: PAVING, SOUTH END
RETEST OF TEST #4, THIS DATE
TECHNICIAN: STEVE REYNA
REPORT OF FIELD COMPACTION TESTS
SOIL ID
NUMBER
1
MAXIMUM
LAB DRY
DENSITY
97.0
PROJECT:
WATER
CONTENT
23.5
NOTES: TESTS PERFORMED PER ASTM D2922 -96 ASTM D3017- 86(93) *COMMENTS:
DENSITIES SHOWN: Lbs. per cubic foot
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry
density obtained on sample indicated by
soil ID number.
(1) ASTM D698
TESTINSTRUMENT: TROXLER,3411B, 19108
REMARKS: PSI did not monitor the material placement.
OUR REPORT NO.: 337 80080 -16
WET
DENSITY
113.9
1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
cc: (1) ROGERS O'BRIEN
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
G K LAUNDRY PROCESSING
DENSITY
92.2
PERCENT
COMPACTION
95.1
STANDARD COUNT M:
ADJUSTMENT DATA M:
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 3783 Fax 817/284 8942
PAGE 2 OF 2
COMMENTS'
Spec. 95% Min
6 A C
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
E. MOISTURE E OW SPECIFICATIONS EXCESS TIONS
D:
D:
Respectfully submitted,
Professional Service Industries, Inc.
TEST
DEPTH
ELEVATION
SOIL ID
NUMBER
MAXIMUM
LAB DRY
DENSITY
WATER
CONTENT
WET
DENSITY
DENSITY
PERCENT
COMPACTION
COMMENTS*
S ec 95% M1
p
6 1'
6
2ND
2ND
1
1
97.0
97.0
25.0
25.6
117.4
115.9
93.9
92.3
96.8
95.2
6 A
6 A
26.6
118.0
93.2
96.1
6 A
6
2ND
1
97.0
25.2
118.1
94.3
97.2
6 A
6"
2ND
1
97.0
TESTED FOR:
DATE:
TEST DATA: (1) DARK GRAY CLAY OPT. MOIST. 23.0%
1
2
3
4
TEST
NO.
TEST LOCATION: PAVING
1 FIRE LANE, SOUTHWEST CORNER OF BUILDING, 30' SOUTH X 50' WEST
2
3
4
TESTS PERFORMED PER ASTM D2922 -96 ASTM D3017- 88(93) `COMMENTS: 1. FILL MATERIAL
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL
WATER CONTENT: Percent of dry weight 3. BASE COURSE
PERCENT COMPACTION: Based on maximum dry 4. SUBBASE
density obtained on sample indicated by 5. SOIL CEMENT
soil ID number. 6. OTHER
(1) ASTM D698
TEST INSTRUMENT: TROXLER
REMARKS: PSI did not monitor the material placement.
NOTES:
~Information
L tff JToBuild On
Engineering Consulting Testing
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
October 01, 1998
SOUTHWEST CORNER OF BUILDING, 55' NORTH X 25' EAST
SOUTHWEST CORNER OF BUILDING, 80' SOUTH X 45' EAST
SOUTHWEST CORNER OF BUILDING, 10' SOUTH X 40' EAST
TECHNICIAN: STEVE REYNA
PSI A.100 -2 (1)F
REPORT OF FIELD COMPACTION TESTS
PROJECT:
OUR REPORT NO.: 337 80080 -17
cc: (1) ROGERS O'BRIEN
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
G K LAUNDRY PROCESSING
B PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
E. MOISTURE BELOW EXCESS OF
STANDARD COUNT M:
ADJUSTMENT DATA M:
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 3783 Fax 817/284 8942
D:
D:
n
Respectfully submitted,
Professional Service industries, Inc.