Verizon-LR 981116CONCRETE COMPRL SIVE
Date of Service: 11/06/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TES '
ENGINEERIND, INC.
8901 Carpenter Frwy. Suite #I00
Dallas. Texas 75247
Report No.: 9830224
Project No.: 43-2333-98
Report Date
11/16/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppel I, Texas
Ser~,ices: Obtain samples of fi'esh concrete at the placement locations, perform required field test and cast
compressive strength salnples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 42
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 4.0" Max
AIR: N/A
'-*'ST METltOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/06/1998 BATCH TIME: 2:41 pm
TIME SAMPLED: 3:50pm BY: Shawn Wood
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 457
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Grade beam D-5 thru C-1
Cloudy, cool
55 .F CONCRETE: 63 F
TICKET NO: I 178021
[INIT WEIGltT (pc0: N/A
SAMPLE LOCATION: Grade beam D2-D5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 I 4.00
I 2 4.00
I 3 4.00
1 4 4.00
REPORT OF TESTS
DATE
TESTED
11/13/1998
11/13/1998
12/04/1998
12/04/1998
AGE
(days)
28
28
MAXIMUM
LOAD
(lbs. force)
113190
116940
Average
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
4000
4140
4070
10
FRACTURE
TYPE
Technician: Shawn Wood
Report Distribution:
(i) The Beck Group
(I) Gromatzky Duprcc & Assoc.
(I) Broekcttc Davis Drake, Inc.
.. :.q ) Thc Beck Group
Started: 3:00pm
(I) Brockette Davis Drake, Inc.
(1) Dalcan, inc. ·
( l ) The Beck Group
Finished: 5:00pm
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.
0ILL : Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TES
Date of Service: 11/05/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9830122 Report Date
11/16/1998
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.
co~,rrRAcToa: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECltrICATION REQUIREMENTS
STRENGTm 4000 psi @ 28 Days
SLCrM?: 4-6"
Am: N/A
XY~ST ~mT~tOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
South wall
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.00
1 2 6.00
1 3 6.00
1 4 6.00
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/05/1998 BATCH TAYto: 3:34pm
TIME SAMPLED: 4:30pm aY: Keith Fowler
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 534
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Cloudy, cool
55 F CONCRgTE: 70 F
TICKET NO: 1176818
trmT WZmlrr ([~0: N/A
Pit walls west wing Section "A"
REPORT OF TESTS
DATE
TESTED
11/12/1998
11/12/1998
12/03/1998
12/03/1998
ACCUMULA~ YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 123950 4380
7 119980 4240
Average 4310
28
28
FRACTURE
TYPE
Technician: Keith Fowler
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 4:00pm
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished: 5:30pm
Vice President
01LL
This report is exclusively for the use of the client indicated abov.e and shall not be reproduced except in full without the written approval of HBC Eagineering, Inc.
, Page 1 of 1
CONCRETE COMPREoSIVE
Date of Service: 10/16/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TESq'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report No.: 9828241 Report Date
11/16/1998
Project No.: 43-2333-98
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.
CONTRACq'OR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 42
SPECIFICATION REQUIREMENTS
STRENGTIt: 3000 psi ~ 28 Days
SLUMP: 5.0"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Piers- D-4
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 6.0
I 2 6.0
1 3 6.0
I 4 6.0
I 5 6.0
DATE
TESTED
10/23/1998
10/23/1998
I 1/13/1998
I 1/13/1998
PROJECT DATA
CONCRETE CLASS: N/A
PLACEMENT DATE: 10/16/1998 BATClt TIME: 9:14am
TmESAMPLED: 10:lSam BY: Brian Otis
WEATHER CONDITIONS: Clear/Mild
TEMPERATURE (F)-AIR 74 F CONCRETE: 80 F
TRUCK NO: 538 TICKET NO: 1162000
AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Piers
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH
(days) (lbs. force) (psi)
7 85200 3010
7 86730 3070
Average 3040
28 117160 4140
28 110290 3900
Average 4020
12/11/1998 56
10
FRACTURE
TYPE
Technician time:
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Breckette Davis Drake. Inc.
(1) The Beck Group
See Report ~9828240
Started: Finished:
( 1 ) Brockette Davis Drake. Inc.
(I) Dalcan, Inc.
(l) The Beck Group
~-ugene"Harbour
Vice President
This report is exclusively for the use of the client indicated abov. e and shall not be reproduced except in full without the written approval of HBC Engineering,
· 0iLL, . ., .... .. .~.,. .. Pagelofl
Date of Service: 10/15/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
1-13C
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dalla% Texas 75247
9828129 Report Date
11/16/1998
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
STRENGTH: 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: 10:18am
TIME SAMPLED: ll:20am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 455
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear, mild
84 ~' CONCRETE: 81
TICKET NO: 1160658
UNIT WEIGHT (pc-O: N/A
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5.50
5.50
5.50
5.50
1 5 5.50
Technician Time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck C_noup
(1) Gromatzky Dupree & Assoc.
(1) Breckette Davis Drake, Inc.
(!) The Beck Group
REPORT OF TESTS ACCUMULATIVE YARDS:
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
Report #9828128
Started: Finished:
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
10
FRACTURE
TYPE
Eugene Harbour
Vice President
OISS
This rep~ is exclusively for thc use of the client indicated abov~ and shall not be reproduced except in full without ~hc written approval of HBC Engineering, Inc.
. , :,., , . Pagelofl ~,..,~!,