Verizon-LR 981102REPORT OF DRILLEb PIER INSPECTION
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/26/1998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829115
Project No.: 43-2333-98
Report Date
11/02/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Drilled pier inspection.
On this date, an HBC
jobsite as scheduled
recorded data.
Engineering technician arrived at
for drilled pier inspection. See
the above mentioned
attached sheet for
Technician Time: 6:00 am to 7:00 pm
Technician: Brian Otis
Report Distribution:
(1).~The Beck Group
'romatzky Dupree & A~oc.
,-ockette Davis Drake, Inc.
(1) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) N.L. Schutte Foundation Drilling
(1) The Beck Group
I'"~ E~ring, Inc.
Eu[ene 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.
99TMP Page 1 of I
Z ~ m
0 ~
CONCRETE COMPRE -3IVE STRENGTH TES 7
1-13C
ENGINF_ERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/22/1998
THE BECK
Report No.: 9828794
Project No.: 43-2333-98
Report Date
11/02/1998
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
ST~NGTH: 3000 psi @ 28 Days
SLUMP: 5.0" Max.
AIR: N/A
METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/22/1998 anTC}I T~m: l:31pm
TIME SAMPLED: 2:42pm aY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) o AIR
TRUCK NO: 483
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear/mild
79 F CONCRETE: 81 F
TICKET NO: 1165034
UNIT WEIGHT (pcf').~ N/A
SAMPLE LOCATION: Piers E-18
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 5.75
1 2 5.75
1 3 5.75
1 4 5.75
REPORT OF TESTS
DATE
TESTED
10/29/1998
10/29/1998
11/19/1998
11/19/1998
ACCUMULATIVE YARDS: 100
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 80170 2830
7 84820 3000
Average 2920
28
28
FRACTURE
TYPE
1 5 5.75
12/17/1998
56
Technician time:
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
Ll.LGromatzky Dupree & Assoc.
~,rockette Davis Drake, lac.
fhe Beck Group
See Report #9828793
Started:
(1) Brockette Davis Drake. Inc.
(I) Dalcan, Inc.
(I) The Beck Group
Finished:
H~ Eng~
Eugene Harbour
Vice President
01
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte'h approval of HBC Engineering, Inc.
Page 1 of 1
- ,
CONCRETECOMPRE;SSIVE STRENGTH TES"i'
ENG--, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/22/1998
THE BECK
Report No.: 9828794
Project No.: 43-2333-98
Report Date
11/02/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENCa~I: 3000 psi @ 28 Days
SLUMP: 5.0" Max.
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/22/1998 BATCH TIME: l:31pm
TIME SAMPLED: 2:42pm BY: Brian Otis
WEATHER CONDITIONS: Clear/mild
TEMPERATURE (F) - AIR 79 F CONCRETE: 81 g
TRUCKNO: 483 TICKETNO: 1165034
Am CONTENT (%): N/A uNrr WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: Piers E-18
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 5.75
i 2 5.75
1 3 5.75
1 4 5.75
DATE
TESTED
10/29/1998
10/29/i998
REPORT OF TESTS ACCUma uw YARDS: 100
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 80170 2830
7 84820 3000
Average 2920
11/19/1998
11/19/1998
28
28
FRACTURE
TYPE
1 5 5.75
12/17/1998
56
Technician time: See
Tedmidan: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Duprce & Assoc.
(1) Brockette Davis Drake, Inc.
( I ) The Beck Group
Report #9828793
Stm~ed:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished:
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and sbs!! not be reproduced except in full without thc writteSa approval of HBC Eagincering, Inc..