Chicken Express-LR080908
l-.~ ., Infonnation
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Engineering. Consulting. 1HtIng
TESTED FOR:
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__-RANBYfIYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
DAILY FIELD REPORT
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CHICKEN EXPRESS
COPPELL, TX
PSI REPORT NO.: 341- 80040 -34
DATE:
September 08, 2008
WE/HHER:
Cloudy/Muggy
TEMPERATURE RANGE: 77
TO:
90
INSPECTOR:
Gregory Mason
FOUNDATIONS
CONCRETE
SOILS
BATCH PLANT
_ CONTROLLED FILL (COMPACTION)
_ PLACEMENT (JOB SITE)
ASPHALT
OTHER
BATCH PLANT
X Reinforcinq Steel
_ PLACEMENT (JOB SITE)
Inspection
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
As requested, a representative of PSI was present at the project referenced
above to perform a reinforcing steel inspection. The reinforcing steel
inspection was found to be in compliance with the project plans and
specifications. The area inspec ed was it approach, bound Beltline.
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.
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211. Fax 214/467-0031
PSI A-300-2 (2)F
l-"'~;' lrifonnation
~.,. .To Build On
EngIneering . 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:
September 08, 2008
PSI REPORT NO.: 341-80040-35
TEST DATA:
(29) TAN FLEXBASE
OPT. MOIST.
19.0%
MAXIMUM COMMENTS'
TEST TEST SOILID LAB DRY * WATER WET DRY PERCENT
NO MODEIDEPTH ELEVATION NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT UNIT WEIGHT COMPACTION
1 8" FG 29 109.5 14.3 125.3 109.6 100.1 3 - A
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TEST LOCATION: Exi t Approach
1 180' North of Southeast Corner, Northbound Beltline, 5' East of Pavement
NOTES: TESTS PERFORMED PER ASTM D2922 & ASTM D3017
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 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
* (29) ASTM D698 METHOD C
TEST INSTRUMENT: Troxler, 3430, 39192
REMARKS: PSI did not monitor the material placement.
STANDARD COUNT M: 691
ADJUSTMENT DATA M:
D: 2952
D:
TECHNICIAN: Gregory Mason
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTEO ANa MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPROOUCEO. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INOUSTRIES. INC
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211 . Fax 214/467-0031
PSI A-l0o-2 (5)F
l- ~~ ., ltiformation
I:!!.~. .To Build On
Englneerlng . Consulting. Jitstlng
REPORT OF FIELD TESTING OF CONCRETE
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
PROJECT:
CHICKEN EXPRESS RESTAURANT
COPPELL, TX
DATE:
September 08, 2008
PSI REPORT NO.: 341-80040-36
FIELD DATA:
Concrete was a 3000 psi mix delivered by Southern Star,
mix number 7754.
NO. OF CONCRETE CUBIC I TEMPERATURE. OF
SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF AIR
SET NO. MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP, in. CONTENT, % AIR CONCRETE
2080 4 1353069 01:45 am 03:10 am 5.0 2 1/2 3.0 89 90
LOCATION:
Exit Approach, North Be1t1ine
2080
Exit Approach, Northbound Beltline, 180' North of Southeast Corner
NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED MAKING SPECIMENS C31 (EXC. SEC 101.2); SLUMP C143; AIR CONTENT: C23l (EXC. SEC. 6); TEMPERATURE: Cl064; SAMPLING: C172
REMARKS: Observed the placement of 10.0 cubic yards of concrete.
TECHNICIAN:
Gregory Mason
Respectfully submitted,
Professional Service Industries, Inc.
cc: Hynes; Davis; Stone
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
PSI A-200-1 (BlF
Professional Service Industries, Inc.. 4087 Shilling Way. DaRas. TX 75237. Phone 2141330-9211 . Fax 2141467-0031
l-}~ ;1: Information
~~. .To Build On
Engineering. Consulting . ~stlng
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
DATE:
September 08, 2008
PSI REPORT NO.: 341-80040-37
PROJECT: CHICKEN EXPRESS RESTAURANT
COPPELL, TX
FIELD DATA:
LOCATION OF PLACEMENT
Exit Approach, North Beltline
Exit Approach, Northbound Beltline, 1801 North of Southeast Corner
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT, %
AIR TEMPERATURE, of
CONCRETE TEMPERATURE
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
September 08, 2008
02:46 am
2 1/2
3.0
89
OF 90
September 09, 2008
PSI\Gregory Mason
Southern Star
SUPPLIER
DELIVERY TICKET NO.fTRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
Southern Star
1353069
7754
NOTE' APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED: SLUMP- C143" AIR CONTENT" C231 (EXCLUDING SEe 6\" TEMPERATURE> C1064" CYLINDERS- C31tEXCLUDlNG SEe 1012)" SAMPLING- C172
COMPRESSION TEST RESULTS
ASTM C39: C1231
SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE TYPE OF BREAK,
LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH AS SHOWN IN
NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO. IN.) (PSI) ASTM C39
2080 A 7 09/15/08 122440 6.00 28.27 4330 Type 2
2080 B 7 09/15/08 119430 6.00 28.27 4220 Type 2
2080 C 28 10/06/08
2080 D 28 10/06/08
SPECIFICATIONS 28 I
3000
REMARKS: ~ Cylinders made by PSI represenlalive
Cylinders picked up by PSI
~ represenlalive.
Cylinders made by Architect's or
Contractor's representative.
Test results comply with applicable
specifications.
Cylinders delivered to PSI laboratory.
Test results do not comply with
applicable specifications.
TECHNICIAN:
William Miller
cc: Hynes; Davis; Stone
Respectfully submitted,
Professional Service Industries, Inc.
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT SE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
PSI A-200-4N F
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237' Phone 214/330-9211' Fax 214/467-0031