Park West CC(7)-LR 981023CONCRETE COMP IVE STRENGTH
Date of Service: 10/15/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9828117
43-2170-98
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
3000 psi @ 28 Days
5-7"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier H.6/1
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/15/1998 aATCU T:M~: 11:32am
TnVm SAMPLED: 12:35pm aY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRt~CK NO: 512
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sunny and dry
76 F CONCRE~I~: 86 F
TICKET NO: 77687
UNIT WEIGHT (pc0: N/A
Piers J.4/1, L/l, K.4/1,1.8/1, K.3/1.6 through B.2/I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.75 10/22/1998 7 78440
ACCUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
2770
1 2 5.75 11/12/1998 28
1 3 5.75 11/12/1998 28
Technician Time: See Report #9828116
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Teclmistructures, l
Started: Finished:
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ E~ng, Inc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 1 of 1
CONCRETE COMPRE SIVE STRENGTH
Date of Service:
Client No.:
Client:
10/14/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828024
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, T~s 7S247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
cowr~croR: Butler Construction
CONCRETE SUPPLIER: Pioneer
I'~NT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
5-7"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier H.2/7.6
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.00 10/21/1998
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/14/1998 BATCH TAYto: 10:00am
TIM~ SAMPLEO: 10:40am aY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE CF) - AIR
XaUCKNO: 852
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sunny and dry
76 F CONCRETE: 81 F
XlCK~T NO: 77528
uNrr wElolrr (pc0: N/A
Piers H.2/7, H.2f/.6, H.2/8.5, H.2J9.5 through L/2.2
REPORT OF TESTS
AGE LOAD
(days) (lbs. force)
7 86390
1 2 6.00 11/11/1998
1 3 6.00 11/11/1998
28
28
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
305O
Technician Time: See Report #9828023
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullcn & Powell Technisiructures,
Started: Finished:
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ Engin~
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 1 of 1
2ONCRETE COMPRES olVE STRENGTH TES
)ate of Service: 10/15/1998
Report No.: 9828101
Client No.: 71765000 Project No.: 43-2170-98
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
20' E of W/30' S of N
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/15/1998 BATC}{ ?nVIF,: 3:30am
TIME SAMPLED: 4:05am BY: Joe Moore
WEATHER CONDITIONS: Cloudy and cool
TEMPERATURE (F) - AIR 69 g CONCRETE: 80 F
TRUCK NO: 829 TICKET NO: 58325
AIR CONTENT (%): 4 UNIT WEIGHT (per): N/A
PLACEMENT LOCATION:
Floor slab, norht half of building, line 1 to 10 and line F to A
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLemER M~SUREO mXJMt~ coMpRESSlVZ
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 10/22/1998 7 97580 3450
1 2 5.00 11/12/1998 28
! 3 5.00 11/12/1998 28
1 4 5.00 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Pace 1 of 7
. ONCRETE COMPRES' ' IVE STRENGTH TES
late of Service:
Client No.:
Client:
10/15/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
D~!!os, Texas 75247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
FEST METHOD:
2ON-TRACTOR: Butler Construction
2ONCRETE SUPPLIER: Pioneer
~LANT: 22
~PECIFICATION REQUIREMENTS
S~U~NGT~: 4000 psi @ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 4:45am
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 1882
AIR CONTENT (%): 5
PLACEMENT LOCATION:
See page 1
9349
10/15/1998 BATCH TIM~: 4:00am
BY: Joe Moore
Cloudy and cool
72 F CONCRETE: 83 F
TICKET NO: 77599
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 70' E of W/60' S of N
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.50 10/22/1998 7 111510 3940
2 2 5.50 11/12/1998 28
2 3 5.50 11/12/1998 28
2 4 5.50 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Paee 2 of 7
. ONCRETE COMPRES oIVE STRENGTH TES ,;
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
)ate of Service: 10/15/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9828101
43-2170-98
Lakeview Cenmr
Coppell, Texas
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3-5"
2-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
200' E of WI40' N of S
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 6:15am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 193
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
See page I
9349
10/15/1998 BATCH TIME: 5:44am
BY: Joe'Moore
Cloudy and cool
73 1. CONCRETE: 80 F
TICKET NO: 114035
UNIT WEIGHT (pcB: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 230
CYL~a>ER MEASURED MAXgRr~ CO~PRgSSIW
MARKED SL~ DA~ AGE LOAD ST~NG~ F~C~
SET NO. (~ch~) ~STED (days) (lbs. force) (~O ~PE
3 1 5.~ 10/22/1998 7 124140 4390
3 2 5.00 11/12/1998 28
3 3 5.00 11/12/1998 28
3 4 5.00 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Pa~e 3 of 7
CONCRETE COMPRES" " IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/15/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9828101
43-2170-98
Lakev~w Cen~r
Coppell, Texas
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy and cool
STR~NGT~I: 4000 psi @ 28 Days TEM~'ERATURE (V)- AIR 74 F CONCRETE: 83 F
SLtrMP: 3-5" TRUCK NO: 829 TlCI~T NO: 77622
AIR: 2-5% Am CONTENT (%): 3.75 UNIT W~IGHT (pc0: N/A
TEST M~THOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
230' E of W/90' S of N
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/15/1998 BATC}I TIM~: 6:25am
TIME SAMPLED: 7:15am BY: Joe Moore
REPORT OF TESTS ACCUMULATIVE YARDS: 330
CYLmOER ~nV_,ASVR~ ~SAY. nS~ COMPR~Sn'~
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.50 10/22/1998 7 103300 3650
4 2 5.50 11/12/1998 28
4 3 5.50 11/12/1998 28
4 4 5.50 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
~ISS Page 4 of 7
gONCRETE COMPRES IVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
)ate of Service: 10/15/1998
Client No.: 71765000
Report No.: 9828101
Project No.: 43-2170-98
Report Date
10/23/1998
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy and cool
S~NOTI~: 4000 psi @ 28 Days TEMPEaAaXrRE (F)- AIR 74 V CONCRETW: 83 V
SLtrMP: 3-5" TRUCI4:NO: 1824 TICI~? NO: 77633
AIR: 2-5% AIR CONTENT (%): 4.5 UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
300' E of W/60' S of N
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/15/1998 BATCH TIME: 7:20am
TIME SAMPLED: 8:00am BY: Joe Moore
REPORT OF TESTS ACCUMULATIVE YARDS: 420
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 6.00 10/22/1998 7 108200 3830
5 2 6.00 11/12/1998 28
5 3 6.00 11/12/1998 28
5 4 6.00 12/10/1998 56
This report is exclusively for the use of the client indicated above a~d shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Pa~e 5 of 7
3ONCRETE COMPRES VE STRENGTH TEST ,,
8901 Carpenter Frwy., Suite #100
Dallng, Texas 75247
}ate of Service: 10/15/1998
Client No.: 71765000
Report No.: 9828101
Project No.: 43-2170-98
Report Date
10/23/1998
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
IEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
]PECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
2-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
60' E of W/100' N of S
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/15/1998 BATCH T~m: 8:06am
TIME SAMPLED: 9:00am BY: Joe Moore
WEATHI~R CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 936
AIR CONTENT (%): 4
PLACEMENT LOCATION:
See page 1
Cloudy and cool
74 F CONCRETE: 84 F
TICKET NO: 77645
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 530
cv~ra MEASt~ ~A~ COMPRE~SSn~
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force~ (psi) TYPE
6 1 5.00 10/22/1998 7 101460 3590
6 2 5.00 11/12/1998 28
6 3 5.00 11/12/1998 28
6 4 5.00 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Paee 6 of 7
ONCRETE COMPRE (' 'i VE STRENGTH TES
)ate of Service:
Client No.:
Client:
10/15/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
$PECIEICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
2-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 20' N of S/70' E of W
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
7 1 6.00
7 2 6.00
7 3 6.00
7 4 6.00
DATE
TESTED
10/22/1998
PROJECT DATA
CONCRETE CLASS: 9349
PLAC~ENT DATE: 10/15/1998 BATC~t TIME: 10:07am
TIME SAMPLED: 11:00am BY: Joe Moore
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRVCKNO: 1805
AIR CONTENT (%): 4
PLACEMENT LOCATION:
See page 1
Cloudy and cool
75 F CONCRETE: 86 F
TICKET NO: 77663
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 680
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. forctO (psi)
7 99620 3520
11/12/1998
11/12/1998
12/10/1998
28
28
FRAC~RE
~PE
56
Technician: Joe Moore
Report Distribution:
(1) Prentis$ Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistmctures, I
Started: 4:00am
(i) Butler Construction
(!) City of Coppell
(1) City of Coppell
Finished: 1 ~
:00pm g, Inc.
. Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
~ g~ Pa~e 7 of 7
CONCRETE COMPRE" SIVE STRENGTH TES?
Date of Service: 10/13/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9827881
43-2170-98
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
10/23/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
3000 psi @ 28 Days
5-7"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier- G/2
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/13/1998 BATCH TIME: 9:31am
Tn4E SAMPLEO: 10:15am BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 756
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers-G/2, I-I/2, G/3, H/3, I/3, 1.8/3,
I/3.6.
Sunny/Dry
72 F CONCRETE: 82 F
TICKETNO: 76910
UNITWEIGIrr(~0: N/A
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.0
REPORT OF TESTS
DATE AGE LOAD
TESTED (days) (lbs. force)
10/20/1998 7 102770
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
3630
FRACTURE
TYPE
1 2 6.0
1 3 6.0
11/10/1998 28
11/10/1998 28
Technician time: See
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
Report #9827881
Started: Finished:
(1) Butler Construction
(I) City of Coppell
(1) City of Coppell
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page I of 1
REPORT OF DRILLED BELLED PIERS
ENGI~ERING, I~C.
8901 Ca.enter Frwy., Suite #100
Dallas, Texas 75247
Project: Lakeview Center Report No.: 9828898
Coppell, Texas Date of Service: 10/23/98
Project No.: 43-2170-98 Technician: j. Smith/T. Smith
Page: 1 of 2
I
Pier Identification N1 A/1.8 N2.2 N2.7 , N3.4 A/4.2 A/5.2 A/5.4 N6.3 N7.2 I
Pier Diameter (in.) 24 24 24 24 ._ 24 ___ 24 24 24 24 24
Bell Diameter (in.) 72 72 72 72 ~ 72 72 72 72 72 72
Top of Pier Elevation (fi) 97.11 97.11 97.11 97.11 97.11 .... 97.11 97.11 97.11 97.11 97.11
Req. Depth From Exist. Grade (fi) 18.0 18.0 18.0 18.0 18.0 __ 18.0 18.0 18.0 18.0 18.0
Initial Depth of Pier From Existing
Grade (ft) 18.5 18.6 18.5 18.0 18.0 18.5 19.0 18.0 18.2 18.0 .....
Final Depth of pier From Existing i
Grade (fi) 18.5 18.6 18.6 18.0 .......18.2 18.7 19.5 18.0 18.5 18.3
Depth From Top of Concrete (ft) 16.7 16.8 16.8 16.2 _1~:4 16,9 17.7 16.2 16.7 16.5
Condition of Bottom (wet or dry) Dry Dry Dry Dry D~_ Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Y~es_ Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 16.1 16.2 16.2 15.6 15.8 16.3 17.1 15.8 16.1 15.9
Time Drilling Was Completed 7:50 am 8:04 am 8:29 am 8:46 am__ 9:05 am 9:14 am 9:36 am 10:00 am 10:08 am 10:30 am
Time Concrete Was Placed 10:45 am 10:50 am 10:55 am 11:05 am 12:06 pm 12:11 pm 12:18 pm 12:30 pm 1:20 pm 1:10 pm
REPORT OF DRILLED BELLED PIERS
Carp~t~r Frwy., Suite #100
Dallas, Texas ?5247
Project: Lakeview Center Report No.: 9828898
Coppell, Texas Date of Service: 10/23/98
Project No.: 43-217.0-98 Technician: j. Smith/T. Smith
Page: 2 of 2
Pier !dentification A/8.1 A/9.1 A/9.6 N10 A.3/10 A.8/10 B.6/10 C.4/10 D/10 ,D/9.2 D/8.3
Pier Diameter (in.) 24 24 24 24 24 _ 24 24 24 24 24 24
Bell Diameter (in.) 72 72 72 72 72 72 72 72 72 72 72
Top of Pier Elevation (ft) 97.11 97.11 97.11 97.11 97.11 97.11_. 97.11 97.11 97.11 97.11 97.11
Req. Depth From Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 1~8.0 18.0 18.0 18.0 18.0 18.0
Initial Depth of Pier From Existing
Grade (ft) 18.3 18.5 18.0 18.3 __J8~.1__ 18.4 _._ 18.5 18.4 18.0 18.3 18.5
Final Depth of Pier From Existing
Grade (fi) 18.3 18.5 18.5 18.5 18.5 18.5 19.0 18.4 19.0 18.5 18.8
Depth From Top of Concrete (ft) 16.5 16.7 16.7 16.7 _16.7 16.7 17.2 16.6 17.2 16.7 17.0
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry .... Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes _ yes Yes Yes Yes Yes Yes
casing Diameter (in) N/A N/A N/A N/A N/A N/A' N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6
Le n gth of Verti cai Bars (ff.) 15.9 16.1 16.1 16.1 16.1 16.1 16.6 16.0 16.6 16.1 16.4
Time Drilling Was Completed 10:40 am 10:57 am 11:26 am 11:46 am 12:09 pm 11:57 am 12:28 pm 12:42 pm 1:05 pm 1:27 pm 1:44 pm
Time Concrete Was Placed 1:25 pm 1:35 pm 1:48 pm 1:58 pm 2:07 pm 2:12 pm 2:17 pm 2:23 pm 2:33 pm 3:15 pm 3:23 pm