Verizon-LR 981221CONCRETE COMPRESSIVE STRENGTH TES'£
Date of Service: 10/23/1998
Client No.: 08644025
Report No.: 9828918
Project No.: 43-2333-98
ENGINEERING, INC.
· ' 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/21/1998
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: TX!
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST MET~IOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/23/1998 BATCH TIME: 10:01am
TIME SAMPLED: 10:49am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 725
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear/mild
58 F CONCRETE: 69 V
TICKET NO: 1165739
UNIT WEIGHT (pc.D: N/A
SAMPLE LOCATION: Piers-G-16
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 I 5.00
1 2 5.00
1 3 5.00
1 4 5.00
1 5 5.00
REPORT OF TESTS ACCUMULATIVE YARDS: 20
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
10/30/1998 7 106790 3780
10/30/1998 7 110340 3900
Average 3840
11/20/1998 28 154350 5460
11/20/1998 28 159480 5640
Average 5550
12/18/1998 56 167000 5910
FRACTURE
TYPE
Technician time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(!) The Beck Group
Report #9828918
Started:
(1) The Beck Group
(I) Dalcan, Inc.
Finished:
~ Engels 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.
0ILL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TESt!
Date of Service: 10/22/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9828794 Report Date
12/21/1998
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: 5.0" 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 aY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRVCK 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)
1 1 5.75
1 2 5.75
! 3 5.75
1 4 5.75
1 5 5.75
REPORT OF TESTS
DATE
TESTED
10/29/1998
10/29/1998
11/19/1998
11/19/1998
12/17/1998
ACCUMULATIVE YARDS: 100
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTII
(days) (lbs. force) (psi)
7 80170 2830
7 84820 3000
Average 2920
28 119630 4230
28 117890 4170
Average 4200
56 127060 4490
Technician time: See
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Report #9828793
Started:
(1) The Beck Group
(1) Dalcan, Inc.
Finished:
~ E~~g, Inc.
Eug~Harbour
Vice President
FRACTURE
TYPE
01
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.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, INC.
"8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831603
Project No.: 43-2333-98
Report Date
12/21/1998
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: 4000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 1 1/20/1998 BATCH TIME: 2:01pm
TIME SAMPLEO: 2:35pm aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 474
AIR CONTENT (%): 1.4°~
PLACEMENT LOCATION:
Cloudy
54 F CONCRETE: 79 F
TICKET NO: 1186325
UNIT WEIGHT (pc0: N/A
Grade beam G9, Gl0 & 12 between 9.3-10, & 10-13, grade beam Line E between 15.7-18
& Line 18 between E & E.3
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.75
1 2 5.75
1 3 5.75
i 4 5.75
1 5 5.75
DATE
TESTED
11/27/1998
11/27/1998
12/18/1998
12/18/1998
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 151560 5360
7 150020 5310
Average 5340
28 185000 6540
28 183140 6480
Average 6510
01/15/1999 56
30
FRACTURE
TYPE
Sample location:
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Line E,
grade beam between 16.5, 17,
Started: 2:00pm Finished: 3:00pm
( I ) The Beck Group
( I ) Dalcan, Inc.
first lift.
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 COMPRESSIVE STRENGTH TES'f
· . 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/20/1998 Report No.: 9831595 Report Date
12/21/1998
Client No.: 08644025 Project No.: 43-2333-98
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: 6.0" Max
AIR: N/A
TEST M~IOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E @ 12
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 4.75
1 2 4.75
1 3 4.75
1 4 4.75
1 5 4.75
DATE
TESTED
11/27/1998
11/27/1998
12/18/1998
12/18/1998
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/20/1998 BATCH TIME: 2:26pm
TIME SAMPLED: 3:05pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): 1.2%
PLACEMENT LOCATION:
Cloudy
56 V CONCRETE: 69 F
TICKET NO: 1186367
UNIT WEIGHT (pc.f): N/A
Column Level I-2 @ E @ 12, 13, 14, 15 & F @ 15
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 187010 6610
7 188460 6660
Average 6640
28 223060 7890
28 224470 7940
Average 7920
01/15/1999
56
13.5
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
(l) Brockette Davis Drake. Inc.
(I) The Beck Group
Started: 3:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:00pm
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.
0ILL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TES'it
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/19/1998
Client No.: 08644025
Report No.: 9831410
Project No.: 43-2333-98
Report Date
12/21/1998
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: 4 1
SPECIFICATION REQUIREMENTS
S~m~N~tH: 5000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: NA
TEST M~T~OO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F- 13
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 6.50
1 2 6.50
1 3 6.50
1 4 6.50
1 5 6.50
DATE
TESTED
11/26/1998
11/26/1998
12/17/1998
12/17/1998
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/19/1998 BATCH TIME: 2:12pm
TIME SAMPLED: 2:45pm BY: Mike Odom
WEATHER CONDITIONS: Cloudy/breezy
TEMPERATURE (F). AIR 76 ~* CONCRETE: 81 F
TRUCK NO: 461 TICKET NO: 1185026
AIR CONTENT (%): 1.2°~ UNIT WEIGHT (pcf):. N/A
PLACEMENT LOCATION:
Level 1-2 columns @ Grid Lines E,F, G @ 11, M-10, F & C @ 13, 14
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 158590 5610
7 155520 5500
Average 5560
28 178030 6300
28 173010 6120
Average 6210
01/14/1999
56
18.5
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 10:30am
(1) The Beck Group
(I) Dalcan, Inc.
Finished: 4:30pm
~ Engine~~nc.
Eugene Harbour
Vice President
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the written approval or' HBC Engineering, Inc.
01LL Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TE$
ENGINEERING, 1NC.
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/11/1998
08644025
Report No.: 9833418
Project No.: 43-2333-98
Report Date
12/21/1998
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: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST lVmTHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: D @ 4
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/11/1998 BATCH TIME: l:40pm
TIME SAMPLED: 2:30pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 481
AIR CONTENT (%): 1.4
PLACEMENT LOCATION:
Cloudy
42 F CONCRETE: 58 F
TICKET NO: 1197033
UNIT WEIGHT (p~cf): N/A
Building columns Level 11, III, west wing, A-D & 1-7 Lines
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 ! 6.00 12/14/1998 3 65520
1 2 6.00 12/14/1998 3 70300
1 3 6.00 12/14/1998 3 56600
Average
1 4 6.00 12/18/1998 7 112800
1 5 6.00 12/18/1998 7 115110
Average
1 6 6.00 01/08/1999 28
1 7 6.00 01108/1999 28
ACCUMULATIVE YARDS: 38
COMPRESSIVE
STRENGTH
(psi)
2320
2490
2000
2270
3990
4070
4030
FRACTURE
TYPE
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 2
Report No.:
9833418
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 8 6.00
DATE
TESTED
02/05/1999
AGE
(days)
56
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockettc Davis Drake, [nc.
(1) The Beck Group
Started: 8:30am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:30pm
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, lac.
0ILL Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TE , £
ENGINEERIb~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831526
Project No.: 43-2333-98
Report Date
12/21/1998
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: 3000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along Line 1.5
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 11/20/1998 BATCH TIME: 3:3 lam
TIME SAMPLED: 4:20am BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F) - AIR 48 g CONCRETE: 68 F
TRUCK NO: 802 TICKET NO: 1 185201
AIR CONTE~rr (%): 1.4% UNIT WEIG~rr (pc? N/A
PLACEMENT LOCATION:
Bldg slab-on-grade Area A-between Grid Lines A & D, I & 6
REPORT OF TESTS ACCUMULATIVE YARDS: 300
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
I I 6.50 11/27/1998 7 111980 3960
1 2 6.50 11/27/1998 7 109950 3890
Average 3930
1 3 6.50 12/18/1998 28 135300 4780
i 4 6.50 12/18/1998 28 132190 4670
Average 4730
1 5 6.50 01/15/1999 56
FRACTURE
TYPE
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 I of 3
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831526
Project No.: 43-2333-98
Report Date
12/21/1998
Client: The Beck Group Project:
Atto: 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
S~NaTR: 3000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST MET}IOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
A Lines 3 & B.5
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 11/20/1998 anxc}~ TreE: 5: 13am
TIME SAMPLED: 5:55am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 712
AIR CONTENT (%): 1.2%
PLACEMENT LOCATION:
See page I
Partly cloudy
49 F CONCRETE: 65 F
TICKET NO: 1185289
UNIT WEIGHT (p~:f): N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 300
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.75 ! 1/27/1998 7 103340 3650
2 2 6.75 11/27/1998 7 106670 3770
Average 3710
2 3 6.75 12/18/1998 28 119910 4240
2 4 6.75 12/18/1998 28 117820 4170
Average 4210
2 5 6.75 01/15/1999 56
0ILL
This report is exclusively for ~he use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
Page 2 of 3
CONCRETE COMPRI ;SSIVE STRENGTHr
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831526
Project No.: 43-2333-98
Report Date
12/21/1998
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.
PROJECT DATA
COmn~CTOR: BECK CONCRETE C~_ASS: 9506
CONCRETE SUeeLmR: TXI PLACEMENT DnT~: 11/20/1998 BATCH TAYto: 6:35qm
~'Ln~rr: 41 TnUE Snrm'LED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER com)rrioNs: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V) - AIR 50 g CONCRETE: 66 V
SLtrMP: 6.0" Max TRUCK NO: 712 TICKET NO: 1185421
AIR: N/A Am CONTENT (%): 1.3% UNIT WEIGHT (?el): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
5.5 @ C.5
REPORT OF TESTS ACCUmJLAXIVE YARDS: 300
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 1 6.00 ! 1/27/1998 7 89190 3150
3 2 6.00 11/27/1998 7 901 I0 3190
Average 3170
3 3 6.00 12/18/1998 28 116190 4110
3 4 6.00 !2/18/1998 28 114990 4070
Average 4090
3 5 6.00 01/15/1999 56
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:30am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
~ Eng~
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.
0ILL Page 3 of 3