Verizon-LR 981214REPORT OF REINFORCING STEEL INSPECTION
IBC
8901 Carpenter Frwy., Suite # 100
Dallas, Texas 75247
Date of Service: 12/14/98 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas, TX 75201-4619
Services:
9833617
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Observe placement of reinforcing for compliance with furnished drawings.
DRAWINGS UTILIZED:
LOCATION/ITEMS INSPECTED:
PROJECT DATA
On site
Paving, Placement #3, northwest quadrant
TEST METHOD:
Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT IfF..MS INSPECTED I CORRECT INCORRECT
Placing D~awings Approved X Bar Length and Shape X Column Tied Pr(~oedy
Ba~ Size X Pm~oer Bar Placement X Ties and Spaces X
Bar Grade X Pmdefly Trod X Stirrup Spacing/Type
Rebar Clean X Dowel Bars in Place X Welded Splices
Fern1 Clean X Proper Bar Supports X Mechanical Splices
Number el Ba~s X Lapped Splices X Pn3oer Cover X
DISCREPANCIES/COMMENTS: Dowel bars were straightened.
Technician: 1VI. edom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: See Reports #9833615 and #983616
(1) Brockette Davis Drake, Inc.
(1) N.L. Schutte Foundation Drilling
(1) The Beck Group
I--BC Engineering, Inc.
Eugene Harbour
Vice President
309ss This report is exciusivety for tho uso of the client indicated above and shalt not be reproduced except in full wathout the writlen approval of HEtC Engineering. Icc
CONCRETE COMPRL 3SIVE STRENGTH TE £
Date of Service: 11/12/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9830806 Report Date
12/14/1998
43-2333-98
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: WXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 3-5"
AIR: NA
TEST MYTHOD: ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 564
PLACEMENT DATE: 11/12/1998 BATCH TIME: l:35pm
TIME SAMPLED: 3:00pm BY: Keith Fowler
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 463
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Light rain, cool
50 F CONCRETE: 60
TICKET NO: 1180982
UNIT WEIGHT (pcf):
West wing section "B", Grade beam A to C on 8 Line, K9 to 10, & 11E to G
SAMPLE LOCATION: K9 to 10
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.00 11/19/1998
1 2 6.00 11/19/1998
1 3 6.00 12/10/1998
1 4 6.00 12/10/1998
REPORT OF TESTS ACCU1VIULATIVE YARDS: 20
MAXIMUlVI COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 117450 4150
7 116470 4120
Average 4140
28 186420 6590
28 190270 6730
Average 6660
1 5 6.00 01/07/1999
56
FRACTURE
TYPE
Technician time: See Report #9830749
Technician: Keith Fowler
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(!) Brockette Davis Drake, Inc.
(!) The Beck Group
Started:
(1) The Beck Group
(I) Dalcan, Inc.
Finished:
I-"]~z~~,g r in g, Inc.
Eugene Harbour
Vice President
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 1
CONCRETE
COMPRESSIVE STRENGTH TE5 £
ENG--, ~C.
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/12/1998
Client No.: 08644025
Report No.: 9830749
Project No.: 43-2333-98
Report Date
12/14/1998
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
STRENGTH: 5000 psi @ 28 Days
SLUMP: 3-5"
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A-3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 6.50
1 2 6.50
I 3 6.50
1 4 6.50
1 5 6.50
PROJECT DATA
CONCRETE CLASS: 658
PLACEMENT DATE: 11/12/1998 BATCH TnVm: h27pm
TrME SAMPLED: 3:20pm BY: Keith Fowler
WEATHER CONDITIONS: Light rain, cool
TEMPERATURE (F) - AIR 50 F CONCRETE: 66 F
TRUCK NO: 455 TICKET NO: 1180977
AIR CONTENT (%): N/A UNIT WEIGHT (pcp: N/A
PLACEMENT LOCATION:
West wing, section "A", columns
Al thru A6 '
DATE
TESTED
11/19/1998
11/19/1998
12/10/1998
12/10/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAXmm COm'RESSlVZ
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 120180 4250
7 115640 4090
Average 4170
28 172340 6090
28 170910 6040
Average 6070
01/07/1999
56
FRACTURE
TYPE
Technician: Keith Fowler
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(l) The Beck Group
Started: 12:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 5:30pm
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.
OILL Page 1 of 1
CONCRETE COMPRL3SIVE STRENGTH TEf'£
Date of Service:
Client No.:
Client:
10/15/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9828129 Report Date
12/14/1998
43-2333-98
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
STRENGTIt: 3000 psi @ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier A-7
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/15/1998 BATCH TIME: 10:lDam
TIME SAMPLED: 1 l:20am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) o AIR
TRUCK NO: 455
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear, mild
84 F CONCRETE: 81 F
TICKET NO: 1160658
UNIT WEIGHT (pct'): N/A
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.50
1 2 5.50
1 3 5.50
1 4 5.50
1 5 5.50
REPORT OF TESTS ACCtr~rOLAnVE YAMS:
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
10/22/1998 7 92450 3270
10/22/i998 7 87350 3090
Average 3180
11/12/1998 28 124260 4390
11/12/1998 28 114490 4050
Average 4220
12/10/1998 56 133610 4720
10
FRACTURE
TYPE
Technician Time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Report #9828128
Started:
(1) The Beck Group
(1) Dalcan, Inc.
Finished:
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 COMPRi. 3SIVE STRENGTH TE £
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/01/1998
Client No.: 08644025
Report No.: 9832456
Project No.: 43-2333-98
Report Date
12/14/1998
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
STRENGTH: 5000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
West side pit slab, Area B
PROJECT DATA
CONCRETE CLASS: N/A
PLACEMENT DATE: 12/01/1998 BATCH TIME: 1:3 lpm
TIME SAMPLED: 2:10pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 806
AIR CONTENT (%): 1.4%
PLACEMENT LOCATION:
Partly cloudy
73 r CONCRETE: 76 F
TICKET NO: 1191562
UNIT WEIGHT (pet): N/A
Building Area (B) @ elevator (passenger) pit slabs/columns @ Building area (B) @
elevator (passenger) pit slabs/columns @ M-5-9.7, Area B Level !-2 columns at
G-15/H-14, 15, Area C, Level I-2.
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.75 12/08/1998 7
1 2 5.75 12/08/1998 7
REPORT OF TESTS ACCUMULATIVE YARDS: 16.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
131030 4630
130O4O 4600
Average 4620
1 3 5.75 12/29/1998 28
1 4 5.75 12/29/1998 28
1 5 5.75 01/26/! 999 56
Pit slabs only require 4000 "but" same 5000 psi mix used.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
(l) Brockette Davis Drake, Inc.
(!) The Beck Group
Started: l:30pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 3:00pm
m~ Engi
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 1 of 1