Chicken Express-LR080712
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EngIneerfng . Consulting · 'Rtstlng
REPORT OF FIELD COMPACTION TESTS
(NUCLEAR METHOD)
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT: CHICKEN EXPRESS RESTAURANT
COPPELL, TX
DATE:
July 12, 2008
PSI REPORT NO.: 341-80040-26
TEST DATA:
(2) BROWN AND GRAY CLAY OPT. MOIST. = 21.0%
,
MAXIMUM COMMENTS'
TEST TEST SOIL 10 LAB DRY * WATER WET DRY PERCENT Spec. 95% Min
NO. MODE/DEPTH ELEVATION NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT UNIT WEIGHT COMPACTION
1 6" FG I 2 102.5 20.5 119.5 99.2 96.8 4 - A
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2 6" FG 2 102.5 19.8 118.5 98.9 96.5 4 - A
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TEST LOCATION: Entrance From Beltline Road
1 East side of Entrance I
2 West Side of Entrance I
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NOTES: TESTS PERFORMED PER ASTM D2922 & ASTM D3017
UNIT WEIGHTS SHOWN Lbs. per cubic foot (pef)
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry unit weight
obtained on sample indicated by soillD number
'COMMENTS: 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
* (2) ASTM D698 METHOD A
TEST INSTRUMENT: Troxler, 3430
REMARKS: PSI did not monitor the material placement.
Moisture Requirements: -2/+3%
STANDARD COUNT M: 651
ADJUSTMENT DATA M:
D: 2695
D:
TECHNICIAN:
Kirk See
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
THESE TEST RESUL TS 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
PSI A.1QO-2 (5)F
Professional Service Industries, Inc.. 4087 Shilling Way. DaHas, TX 75237. Phone 214/330-9211. Fax 214/467-0031
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~.,. .To Build On
EngIneeI'fng · Consulting · 'RtstInrI
DAilY FIELD REPORT
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT:
CHICKEN EXPRESS RESTAURANT
COPPELL, TX
DATE:
July 12, 2008
PSI REPORT NO.: 341- 80040 -27
WEATHER:
Clear
TEMPERATURE RANGE: 95
TO:
100
INSPECTOR:
Kirk See
TYPE OF INSPECTION BEING PERFORMED
SOILS
~ CONCRETE
FOUNDATIONS
BATCH PLANT
_ CONTROLLED FILL (COMPACTION)
_ PLACEMENT (JOB SITE)
X Cylinder Pick-Up
ASPHAL T
OTHER
BATCH PLANT
_ PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, our representative picked up and transported three sets of four
concrete test cylinders to the laboratory for curing and testing.
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC
PSI A.300-2 (2)F
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211. Fax 214/467-0031
l- '" S ;l lrifoT11U1tion
~~. .To Build On
EngIneering . Consulting. Testing
DAILY FIELD REPORT
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT:
CHICKEN EXPRESS RESTAURANT
COPPELL, TX
DATE:
July 12, 2008
PSI REPORT NO.: 341-80040-28
WEATHER:
Clear
TEMPERATURE RANGE: 95
TO:
100
INSPECTOR:
Kirk See
TYPE OF INSPECTION BEING PERFORMED
~ SOilS
CONCRETE
FOUNDATIONS
BATCH PLANT
_ CONTROLLED FILL (COMPACTION)
_ PLACEMENT (JOB SITE)
X Soil Sample pick-Up
ASPHAL T
OTHER
BATCH PLANT
_ PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
On this date, our representative was present at the above referenced project
for the purpose of obtaining and transporting one flex base soil sample to the
laboratory for processing and testing.
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC
PSI A-JOO-2 (2)F
Professional Service Industries. Inc.. 4087 Shilling Way. Dallas. TX 75237. Phone 214/330-9211. Fax 214/467-0031
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EngIneenllge ConsultIng e 1ItstI.."
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: Randy Hynes
Randy Hynes Gen. Contractor
1 01 Trinity View Rd.
Weatherford, TX 76087
DATE:
July 12, 2008
VISUAL CLASSIFICATION
SAMPLE SOURCE
TEST METHOD
MAX. DRY DENSITY (PCF)
OPT. WATER CONTENT (%)
SPECIFIC GRAVITY (EST.)
PROJECT:
Chicken Express Restaurant
136 E. Belt Line Rd.
Coppell, TX
PSI REPORT NO.:
341-80040-29
TEST DATA
Tan Flexbase
Onsite Stockpile
ASTM D-698, METHOD C (STANDARD PROCTOR)
RAMMER: AUTO
109.5 LIQUID LIMIT 21
19.0 PLASTIC LIMIT 5
2.65 PLASTIC INDEX 16
% PASSING -200 7.5
112.0
111.0
LL 110.0
u
c..
-
>- 109.0
t:
U)
z
w 108.0
c
>-
0:: 107.0
c ------------ -- -
106.0
105.0
15.0 16.0
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REMARKS:
LAB TECH:
CC:
-------------- .-...- ',--
17.0 18.0 19.0
MOISTURE CONTENT (%)
20.0
21.0
- - - - - . Zero Air Voids Curve
RESPECTFULLY SUBMITTED,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Reviewed by:
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC
Professional Service Industries. Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211. Fax 214/467-0031
l- "l: ., lriformation
~.,. .ToBuild On
Englneerlng . ConsultIng . n.stIng
REPORT OF FIELD COMPACTION TESTS
(NUCLEAR METHOD)
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT: CHICKEN EXPRESS RESTAURANT
COPPELL, TX
DATE:
July 12, 2008
PSI REPORT NO.: 341-80040-30
TEST DATA:
(29) Tan Flexbase OPT. MOIST.
19.0%
!
I MAXIMUM COMMENTS'
TEST TEST SOIL 10 I LAB DRY * WA TER WET DRY PERCENT Spec. 95% Min
, NO. MODE/DEPTH ELEVATION NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT UNIT WEIGHT COMPACTION
1 BS FG 29 109.5 17.1 128.0 109.3 99.8 3 - A
2 BS FG 29 109.5 16.3 127.2 109.4 99.9 3 - A
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TEST LOCATION: Entrance From Beltline Road
. 1 East End Entrance from Beltline
,
2 West End Entrance from Beltline 1
NOTES: TESTS PERFORMED PER ASTM 02922 & ASTM 03017
UNIT WEIGHTS SHOWN: Lbs. per cubic foot (pct)
WATER CONTENT: Percent of cry weight
PERCENT COMPACTION: Based on maximum dry unit weight
obtained on sample indicated by soil 10 number
'COMMENTS: 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5 SOIL CEMENT
6. OTHER
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
* (29) ASTM D698 METHOD A
TEST INSTRUMENT: Troxler, 3430
REMARKS: PSI did not monitor the material placement.
STANDARD COUNT M: 651
ADJUSTMENT DATA M:
D: 2698
D:
TECHNICIAN: Kirk See
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
THESE TEST RESULTS APPLY ONLY TOTHE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCEO. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC
-51 A-l00-2(5)F
Professional Service Industries, Inc.' 4087 Shilling Way' Dallas, TX 75237' Phone 214/330-9211 . Fax 214/467-0031