Chicken Express-LR080916
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Engineering. Consulting. Testing
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 16, 2008
PSI REPORT NO.: 341-80040-45
FIELD DATA:
Concrete was delivered by Southern Star, mix number 9351.
NO. OF CONCRETE CUBIC TEMPERATURE, of
SPECIMENS SUPPLIER TIME TRUCK TIME TRUCK YARDS OF AIR
SET NO. MADE TICKET NUMBER DISPATCHED UNLOADED CONCRETE SLUMP, in. CONTENT, % AIR CONCRETE
2127 4 1358020 10:33 am 10:53 am 7.0 5 1/4 2.0 71 82
LOCATION:
Paving
2127 20' North, 5' East from the Center of the Souths ide Approach
NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31 (EXC. SEC. 10.1.2); SLUMP: CI4J: AIR CONTENT: C231 (EXC. SEC. 6); TEMPERATURE: Cl064: SAMPLING: C172
REMARKS: Observed the placement of 13.0 cubic yards of concrete.
TECHNICIAN: Godfrey White
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.
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/330-9211 . Fax 214/467-0031
PSI A-200-1 (6)F
l-"~;l Information
~.,. .To Build On
Engineering. Consulting. Testing
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 16, 2008 PSI REPORT NO.: 341-80040-44
TEST DATA: (2) BROWN AND GRAY CLAY OPT. MOIST. = 21. 0%
MAXIMUM COMMENTS.
TEST TEST SOIL 10 LAB DRY * WATER DRY PERCENT Spec. 95% Min
NO. MODE/DEPTH ELEV A nON NUMBER UNIT WEIGHT CONTENT UNIT WEIGHT COMPACTION
1 6" FG 2 102.5 17.3 98.0 2 - A
2 6" FG 2 102.5 16.8 100.5 2 - A
TEST LOCATION: Paving
1 20' North, 5' East from the Center of the Souths ide Approach
.
2 25' North, 10' West from the Center of the Souths ide Approach
NOTES: TESTS PERFORMED PER ASTM 02922 & ASTM 03017
UNIT WEIGHTS SHOWN: Lbs. per cubic foot (pet)
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry unit weight
obtained on sample indicated by soil 10 number.
* (2) ASTM D698 METHOD A
TEST INSTRUMENT: Troxler, 3430, 39193
REMARKS: PSI did not monitor the material
.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
TECHNICIAN: Godfrey White
Pl;~e (( (
STANDA~D UNT M: 657 D: 2570
~ST N DATA M: D:
t V especfful~ sUbm;Ued, .
o Professional Se",ico Industries, Inc.
cc: Hynes; Davis; Stone
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTEO ANO MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPROOUCEO. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INOUSTRIES. INC.
PSI A-I 00-2 (5)F
Professional Service Industries, Inc.. 4087 Shilling Way. Dallas, TX 75237. Phone 214/~30-9211 . Fax 214/467-0031
ln~;lIriformation
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Engineering. Consulting. Testing
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR:
RANDY HYNES
RANDY HYNES GENERAL CONTRACTOR
101 TRINITY VIEW RD
WEATHERFORD, TX 76087
DATE:
September 16, 2008
PSI REPORT NO.: 341-80040-46
PROJECT: CHICKEN EXPRESS RESTAURANT
COPPELL, TX
FIELD DATA:
LOCATION OF PLACEMENT
Paving
20' North, 5' East from the Center of the Souths ide Approach
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 16, 2008
10:50 am
5 1/4
2.0
71
of 82
September 17, 2008
PSI\Godfrey White
Southern Star
SUPPLIER
DELIVERY TICKET NO.rrRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
Southern
1358020
9351
5.5 SK
Star
NOTE: APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED- SLUMP- C143" AIR CONTENT' C231 (EXCLUDING SEe 61" TEMPERATURE' Cl064" CYLINDERS' C31 {EXCLUDING SEe 101 2l" SAMPLING" Cl72
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.) (sa. IN.) (PSI) ASTM C39
2127 A 7 09/23/08 84530 6.00 28.27 2990 Type 2
2127 B 7 09/23/08 88760 6.00 28.27 3140 Type 2
2127 C 28 10/14/08
2127 D 28 10/14/08
SPECIFICATIONS
28 3000
REMARKS: ~ Cylinders made by PSI representative.
Cylinders picked up by PSI
~ representative.
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 ONL Y 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-200-4N F
Professional Service Industries, Inc. . 4087 Shilling Way. Dallas, TX 75237 . Phone 214/330-9211 . Fax 214/467-0031