Chicken Express-LR080521 (2)
l tn~;l lliformation
~.,. eTo Build On
E,."",..""" . Consulting . TestIng
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR:
RANDY HYNES
RANDY HYNE ENERAL CONTRACTOR
101 TRI Y VIEW RD
WEATH ORD, TX 76087
DATE:
May 21, 2008
REVISION #1
PSI REPORT NO.: 341-80040-4
FIELD DATA:
LOCATION OF PLACEMENT
PROJECT:
RESTAURANT
..,,#~'-
Paving
Beltline Westbound Right Turn Lane
DATE PLACED
TIME
SLUMP, IN.
AIR CONTENT, %
AIR TEMPERATURE, OF
CONCRETE TEMPERATURE
DATE RECEIVED IN LAB
FIELD DATA SUBMITTED BY
MIX DATA SUBMITTED BY
May 21, 2008
01:45 pm
5 1/2
5.2
77
OF 82
May 22, 2008
PSI\Ronnie Yeoman
Southern Star
SUPPLIER
DELIVERY TICKET NO.fTRUCK NO.
MIX NUMBER AND PROPORTIONS
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
Southern Star
1271448
9375
NOTE' APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED- SLUMP' C143' AIR CONTENT' C231 {EXCLUDING SEe 8\- TEMPERAruRE' C1064' CYLINDERS' C31 (EXCLUDING 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.) (sa. IN.) (PSI) ASTM C39
935 A 7 OS/28/08 95420 6.00 28.27 3380 Type 3
935 B 28 06/18/08 147250 6.00 28.27 5210 Type 2
935 C 28 06/18/08 151750 6.00 28.27 5370 Type 3
935 D H HOLD
SPECIFICATIONS
28 4500
REMARKS: ~ Cylinders made by PSI representative
Cylinders made by Architect's or
Contracto(s representative.
TECHNICIAN: William
cc: Hynesi Davis; Stone
x
Test results comply with applicable
specifications.
~i ,~,.~,""~,~,,.. ,I 0
"'-ri;.i~'~''''~7i?r ~~ 0
Respectfully sub ~d,
Professional S~~ Industries, Inc.
THESE TEST RESULTS APPL Y 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-200-4N F
Professional Service Industries, Inc.. 4087 Shilling Way. DaHas, TX 75237. Phone 214/330-9211. Fax 214/467-0031
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.:341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell, TX
PAGE: 1 of 9
DRILLED PIER DESIGNATION
1 2 3 4 5
1 PIER TYPE - STRAIGHT SHAFT (55) 55 55 55 55 55
OR BELLED IB)
2 ACTUAL SHAFT DIAMETER (Inchesl 18 18 18 18 18
3 REQUIRED SHAFT DIAMETER (Inches) 18 18 18 18 18
4 ACTUAL BELl DIAMETER (Inches) N/A N/A N/A N/A N/A
5 REQUIRED BELL DIAMETER (Inches) N/A NlA N/A N/A N/A
8 GROUND SURFACE ELEVATION Ifeet) 99.5 99.5 99.5 99.5 99.5
7 TOP OF PIER ELEVATION (feet) 99.0 99.0 99.0 99.0 99.0
8 DEPTH TO BEARING STRATA FROM GROUND 12.0 122 12.3 12.4 12.1
SURFACE (feet)
. BEARING MATERIAL Lt GreyfTan Clay Lt GreyfT an Clay Ll GreyfTan Clay Lt GreyfTan clay Ll GreyfT an Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 16.0 14.5 14.5 14.5 14.6
OF PIER (feet)
11 BOTTOM OF PIER ELEVATION (feet) 83.5 85.0 85.0 85.0 84.9
(116 - .10)
12 ACTUAL PENETRATION (feet) 4.0 2.3 2.2 2.1 2.5
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 20
(feetl
14 NUMBER AND SIZE OF REINFORCING STEEL 4#6's _'s 4#6's _'s 4#6's
15 LENGTH OF REINFORCING STEEL (feel) 14.0 12.0 120 12.6 12.3
18 SIZE OF TIES AND SPACING IN INCHES ~ ~ ~ ~ ~
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED (feell N/A NlA N/A N/A N/A
19 PLUMB NESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR,
REMARKS:
Piers are numbered 1 ~24 starting at southwest comer of building then going up to northwest comer to the northeast comer to southeast comer and back to southwest c
Pier 1 smelled of gasoline, unknown where it came from.
TECHNICIAN: Kirll See
l"'~;l
~..,. ,
PROFESSIONAL SERVICE INDUSTRIES, INC,
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341-80040.11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Cappell, TX
PAGE: 2 of 9
DRILLED PIER DESIGNATION
6 7 8 9 10
1 PIER TYPE - STRAIGHT SHAFT (SS) 55 55 55 55 55
OR BELLED (B)
2 ACTUAL SHAFT DIAMETER (Inchea) 18 18 18 18 18
3 REQUIRED SHAFT DIAMETER (Inchea) 18 18 18 18 18
4 ACTUAL BELL DIAMETER (Inches) N/A NIA N/A N/A N/A
5 REQUIRED BELL DIAMETER (Inchea) N/A N/A N/A N/A N/A
. GROUND SURFACE ELEVATION (feet) 99.5 99.5 99.5 99.5 99.5
7 TOP OF PIER ELEVATION (feet) 99.0 99.0 99.0 99.0 990
. DEPTH TO BEARING STRATA FROM GROUND 12.2 12.0 12.3 12.4 12.0
SURFACE tfeetl
9 BEARING MATERIAL Lt GreyfTan Clay Lt GreyfT an Clay Lt GreyfT an Clay Lt GreyfT an Clay Lt GreyfT an Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 14.9 14.6 14.5 14.4 14.7
OF PIER. 'feetl
11 BOTTOM OF PIER ELEVATION lfeet} 84.6 84.9 85.0 85.1 84.8
(_6."10)
12 ACTUAL PENETRATION lfeetl 2.7 26 2.2 2.0 2.7
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 2.0
'feet)
14 NUMBER AND SIZE OF REINFORCING STEEL 4/16', 4/16', 4/16', 4/16', 4/16',
15 LENGTH OF REINFORCING STEEL (feet) 12.6 12.3 12.0 12.0 12.6
1. SIZE OF TIES AND SPACING IN INCHES ~ ruw..ll& ruw..ll& ~ ~
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED (feet) N/A NlA N/A N/A N/A
19 PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACe.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS:
TECHNICIAN: Kirk See
l"~;l
~..,. .
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell, TX
PAGE: 3 of 9
DRILLED PIER DESIGNATION
11 12 13 14 15
1 PIER TYPE - STRAIGHT SHAFT ISSI 55 SS SS 55 5S
OR BELLED (B)
2 ACTUAL SHAFT DIAMETER llnchel) 18 18 18 18 18
3 REQUIRED SHAFT DIAMETER (Inchel) 18 18 18 18 18
4 ACTUAL BELL DIAMETER (Inchell N/A N1A N/A N1A N/A
5 REQUIRED BELL DIAMETER (Inchel) N/A N1A N/A N/A N/A
8 GROUND SURFACE ELEVATION lfeel) 99.5 99.5 99.5 99.5 99.5
7 TOP OF PIER ELEVATION (feell 99.0 990 99.0 99.0 99.0
a DEPTH TO BEARING STRATA FROM GROUND 12.0 12.0 12.0 12.1 12.2
SURFACE Ifeell
. BEARING MATERIAL It GreylT an Clay It GreylTan Clay It GreylT an Clay It GreylT an Clay It GreylT an Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 14.5 14.5 14.5 14.5 14.5
OF PIER (feetl
11 BOTTOM OF PIER ELEVATION (feel) 85.0 85.0 85.0 85.0 85.0
IN ."'0)
12 ACTUAL PENETRATION (feel) 2.5 2.5 2.5 2.4 2.3
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 2.0
Ifeel)
14 NUMBER AND SIZE OF REINFORCING STEEL 4#6', 4#6', 4#6', 4#6', 4#6',
15 LENGTH OF REINFORCING STEEL (feel) 12.0 12.0 12.0 12.0 12.0
18 SIZE OF TIES AND SPACING IN INCHES ~ ~ ~ ~ ~
,
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED lfeel) N/A NIA N/A N1A N1A
1. PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS:
TECHNICIAN: Kirk See
l"'~;l
~..,. .
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECnON REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell,TX
PAGE: 4 of 9
DRILLED PIER DESIGNATION
16 17 I 18 19 20
1 PIER TYPE - STRAIGHT SHAFT (551 SS SS SS SS SS
OR BELLED (BI
2 ACTUAL SHAFT DIAMETER (Inches) 18 18 18 18 18
3 REQUIRED SHAFT DIAMETER (Inchea) 18 18 18 18 18
4 ACTUAL BELL DIAMETER (Inches' N/A NlA N/A N/A NlA
5 REQUIRED BELL DIAMETER Clnch.s) NlA NlA N/A N/A N/A
5 GROUND SURFACE ELEVAnON (feel) 99.5 99.5 99.5 99.5 99.5
7 TOP OF PIER ELEVATION (feel) 99.0 99.0 99.0 99.0 99.0
8 DEPTH TO BEARING STRATA FROM GROUND 12.2 12.0 12.4 12.3 12.1
SURFACE Ifeetl
. BEARING MATERIAL Lt Greyrr an Clay Lt Greyrran Clay Lt Greyrran Clay Lt Greyrran Clay Lt Greyrran Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 14.5 14.6 14.8 14.9 14.4
OF PIER Ifeetl
11 BOTTOM OF PIER ELEVATION (feel) 85.0 84.9 84.7 84.6 85.1
(116 -#10)
12 ACTUAL PENETRAnON (feel) 2.3 26 2.4 2.6 2.3
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 2.0
!feell
14 NUMBER AND SIZE OF REINFORCING STEEL 4#6', 4#6', 4#6', 4#6', 4#6',
15 LENGTH OF REINFORCING STEEL (feel) 12.0 12.3 12.6 12.6 12.5
1. SIZE OF TIES AND SPACING IN INCHES ~ ~ ~ ~ ~
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED (feel) N/A NlA N/A N/A N/A
" PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCAnONS WERE STAKED BY THE CONTRACTOR,
REMARKS:
TECHNICIAN: Kirk See
l~~;l
~..,. ,
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chciken Express Restaurant
Coppell, TX
PAGE: 5 of 9
DRILLED PIER DESIGNATION
21 22 23 24 LP1
1 PIER TYPE - STRAIGHT SHAFT (SS) 55 55 55 55 55
OR BELLED (BI
2 ACTUAL SHAFT DIAMETER (Inche.) 18 18 18 18 24
3 REQUIRED SHAFT DIAMETER (Inches) 18 18 18 18 24
4 ACTUAL BELL DIAMETER (Inche.) N/A N1A N/A N/A N/A
5 REQUIRED BELL DIAMETER (Inches) N/A N1A N/A N/A N/A
6 GROUND SURFACE ELEVATION (feetl 99.5 99.5 99.5 99.5 100.0
7 TOP OF PIER ELEVATION (feet) 99.0 99.0 99.0 99.0 102.0
8 DEPTH TO BEARING STRATA FROM GROUND 12.2 12.3 12.3 12.0 5.0
SURFACE (feet)
9 BEARING MATERIAL Lt GreyfTan Clay Lt GreyfT an Clay Lt GreyfT an Clay Lt GreyfTan Clay Tan Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 14.5 14.3 14.8 15.0 7.0
OF PIER 'feet)
11 BOTTOM OF PIER ELEVATION (feet) 85.0 85.2 847 84.5 93.0
(116 -110)
12 ACTUAL PENETRATION (feet) 2.3 2.0 2.5 30 2.0
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 2.0
'feell
14 NUMBER AND SIZE OF REINFORCING STEEL 4#6'. 4#6'. 4#6'. 4#6'. 8#3'.
15 LENGTH OF REINFORCING STEEL (feel) 220 27.5 24.5 20.0 30.5
16 SIZE OF TIES AND SPACING IN INCHES ~ ~ ~ ~ ~
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED (feet) N/A N1A N/A N1A N1A
19 PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS: Light poles numbered starting at southeast pole to northeast to northwest to southwest.
TECHNICIAN: Kirk See
l~~;l
I!!."'. .
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341~0040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Cappell, TX
PAGE: 6 of 9
DRILLED PIER DESIGNATION
LP2 LP3 LP4 LP5 LP6
1 PIER TYPE . STRAIGHT SHAFT (SSI 55 55 55 55 55
OR BELLED IBI
2 ACTUAL SHAFT DIAMETER (Inches) 24 24 24 24 24
3 REQUIRED SHAFT DIAMETER (Inchesl 24 24 24 24 24
4 ACTUAL BELL DIAMETER (Inches) N/A N1A N/A N/A N/A
5 REQUIRED BELL DIAMETER (Inches) N/A N1A N/A N/A N/A
6 GROUND SURFACE ELEVATION (feet) 100.0 100.0 100.0 100.0 100.0
7 TOP OF PIER ELEVATION (feetl 102.0 102.0 1020 102.0 102.0
a DEPTH TO BEARING STRATA FROM GROUND 50 5.0 5.0 5.0 5.0
SURFACE /feetl
9 BEARING MATERIAL Tan Clay Tan Clay Tan day Tan Clay Tan Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 7.0 7.0 7.0 7.2 7.0
OF PIER (feet)
11 BOTTOM OF PIER ELEVATION (feet I 93.0 93.0 93.0 92.8 93.0
( 116.1110)
12 ACTUAL PENETRATION (feetl 2.0 2.0 2.0 22 2.0
13 REQUIRED PENETRATION INTO BEARING STRATA, 2.0 2.0 2.0 2.0 2.0
/feetl
14 NUMBER AND SIZE OF REINFORCING STEEL 8#3', B<<3', 8#3', 8#3', 8#3',
15 LENGTH OF REINFORCING STEEL (feell 9.0 9.0 9.0 9.0 9.0
11 SIZE OF TIES AND SPACING IN INCHES ~ f1llllJ.Q.&. f1llllJ.Q.&. f1llllJ.Q.&. ~
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
11 LENGTH OF CASING IF USED (feel) N/A N/A N/A N/A N/A
19 PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS weRE STAKED BY THE CONTRACTOR.
REMARKS:
TECHNICIAN: Kirk See
l"~;l
~..,. .
PROFESSIONAL SERVICE INDUSTRIES, INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell, TX
PAGE:7 of 9
DRILLED PIER DESIGNATION
CP1 CP2 CP3 CP4 CP5
1 PIER TYPE . STRAIGHT SHAFT (SS) 55 55 55 55 55
OR BELLED (B)
2 ACTUAL SHAFT DIAMETER (Inches) 24 24 24 24 24
3 REQUIRED SHAFT DIAMETER (Inchesl 24 24 24 24 24
4 ACTUAL BELL DIAMETER (Inches) N/A N1A N/A N/A N/A
5 REQUIRED BELL DIAMETER (Inches) N/A N1A N/A N/A N1A
6 GROUND SURFACE ELEVATION (feetl 100.0 100.0 100.0 100.0 100.0
7 TOP OF PIER ELEVATION (leet) 100.0 100.0 100.0 1000 100.0
S DEPTH TO BEARING STRATA FROM GROUND 0.0 0.0 0.0 0.0 0.0
SURFACE Ileetl
. BEARING MATERIAL Dark Brown Clay Dark Brown Clay Dark Brown Clay Dark Brown Clay Dark Brown clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 63 6.4 6.1 6.2 6.0
OF PIER /feetl
11 BOTTOM OF PIER ELEVATION (feet) 93.7 93.6 939 93.8 94.0
f 1M .1F10 I
12 ACTUAL PENETRATION (feet) 63 6.4 6.1 6.2 6.0
13 REQUIRED PENETRATION INTO BEARING STRATA, 60 6.0 6.0 6.0 6.0
fleet)
14 NUMBER AND SIZE OF REINFORCING STEEL
15 LENGTH OF REINFORCING STEEL (feet)
11 SIZE OF TIES AND SPACING IN INCHES
17 CONDITION OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
11 LENGTH OF CASING IF USED (feet) N/A N1A N1A N/A N/A
1. PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS:
Canopy pier numbers starting southeast 10 northeast to norhwest to southwest.
Did not pour
TECHNICIAN: Kirk See
l"~;'
~..,. .
PROFESSIONAL SERVICE INDUSTRIES,INC.
DRILLED PIER INSPECnON REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell, TX
PAGE: 8 of 9
ORILLED PIER DESIGNATION
.CP6 .CP7 .cpa .CP9 .CP10
1 PIER TYPE - STRAIGHT SHAFT (55) 55 55 55 55 55
OR BELLED (B)
2 ACTUAL SHAFT DIAMETER (Inches) 24 24 24 24 24
3 REQUIRED SHAFT DIAMETER (Inch.s) 24 24 24 24 24
4 ACTUAL BELL DIAMETER (Inches) NIA N/A NIA NIA N/A
5 REQUIRED BELL DIAMETER (Inch.s) N/A N/A NlA N/A N/A
8 GROUND SURFACE ELEVATION (feell 100.0 100.0 100.0 100.0 100.0
7 TOP OF PIER ELEVATION (feel) 100.0 100.0 100.0 100.0 100.0
8 DEPTH TO BEARING STRATA FROM GROUND 00 0.0 0.0 0.0 0.0
SURFACE /feell
. BEARING MATERIAL Oar'< Brown Clay Oar'< Brown Clay Oar'< Brown Clay Oar'< Brown Clay Oar'< Brown Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 6.0 6.2 6.1 6.0 6.0
OF PIER Ifeell
11 BOTTOM OF PIER ELEVATION (feell 94.0 93.8 93.9 94.0 94.0
1#6-'101
12 ACTUAL PENETRATION (feel) 6.0 6.2 6.1 6.0 6.0
13 REQUIRED PENETRATION INTO BEARING STRATA, 6.0 6.0 6.0 6.0 6.0
. /feetl
14 NUMBER AND SIZE OF REINFORCING STEEL
15 LENGTH OF REINFORCING STEEL (feel)
1. SIZE OF TIES AND SPACING IN INCHES
17 CONDlnON OF PIER BOTTOM CLEAN CLEAN CLEAN CLEAN CLEAN
18 LENGTH OF CASING IF USED (feel) NlA NlA NlA NlA NIA
1. PLUMBNESS OF SHAFT PLUMB PLUMB PLUMB PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS: .Did not pour
TECHNICIAN: Kirk See
l"~;'
I!!.~. ,.
PROFESSIONAL SERVICE INDUSTRIES. INC.
DRILLED PIER INSPECTION REPORT
PSI REPORT NO.: 341-80040-11
DATE: June 12, 2008
PROJECT NAME: Chicken Express Restaurant
Coppell,TX
PAGE: 9 of9
DRILLED PIER DESIGNATION
.CP11 'CP12
1 PIER TYPE . STRAIGHT SHAFT (55) 55 55
OR BELLED (B)
2 ACTUAL SHAFT DIAMETER (Inches) 24 24
3 REQUIRED SHAFT DIAMETER (Inches) 24 24
4 ACTUAL BELL DIAMETER (Inches) N/A N/A
5 REQUIRED BELL DIAMETER tlnches) N/A N/A
6 GROUND SURFACE ELEVATION (feel) 100.0 100.0
7 TOP OF PIER ELEVATION (feell 100.0 100.0
8 DEPTH TO BEARING STRATA FROM GROUND 0.0 0.0
SURFACE (feel)
9 BEARING MATERIAL Oar!< Brown Clay Oar!< Brown Clay
10 DEPTH FROM GROUND SURFACE TO BOTTOM 61 6.0
OF PIER Ifeell
11 BOTTOM OF PIER ELEVATION (feel) 939 94.0
(#6-.10)
12 ACTUAL PENETRA nON (feell 6.1 6.0
13 REQUIRED PENETRATION INTO BEARING STRATA, 6.0 6.0
!feell
14 NUMBER AND SIZE OF REINFORCING STEEL
15 LENGTH OF REINFORCING STEEL (feel)
1. SIZE OF TIES AND SPACING IN INCHES
17 CONDITION OF PIER BOTTOM CLEAN CLEAN
18 LENGTH OF CASING IF USED (feel) N/A NlA
19 PLUMBNESS OF SHAFT PLUMB PLUMB
NOTE:
. ALL DEPTHS WERE MEASURED BY TAPE FROM THE GROUND SURFACE.
. THE GROUND SURFACE AND TOP OF PIER ELEVATIONS WERE PROVIDED BY THE CONTRACTOR.
. PIER LOCATIONS WERE STAKED BY THE CONTRACTOR.
REMARKS:
.Oid not pour.
TECHNICIAN: Kirk See
lra~;'
~~..