Verizon-LR 981105CONCRETE COMPRE .$IVE
Date of Service:
10/27/1998
Client No.: THE BECK
STRENGTH TES '
Report No.: 9829176
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report Date
11/05/1998
GTE Shared Services
Coppell Road & Corpo'rate Drive
Coppeli, 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 I
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS:
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)- AIR
SLUMP: 5.0" Max 'FRUCKNO: 456
AIR: 3-5% AIR CONTENT (%): 4.2%
"'"' ' METHOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C- 172
ASTM C-39
SAMPLE LOCA'FION: See placement location
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 6:43am
TIME SAMPLED: 7:20am aY: Danny Neu
Partly cloudy
62 E CONCRETE: 71 F
TICKETNO: 1167981
UNIT WEIGHT (pcq: N/A
Paving from fire hydrant; 225' north & 10' west
REPORT OF TESTS ACCUMULATIVE YARDS: 90
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.50 11/03/1998 7 89520 3170
1 2 6.50 11/03/1998 7 87370 3090
Average 3130
I 3 6.50 I 1/24/1998 28
i 4 6.50 11/24/1998 28
! 5 6.50 12/22/1998 56
Note: Sample taken from truck.
This report is exclusively lbr the usc of the client indicated above and shall not be reproduced except in full without the written approval ofHBC En~nc.
OILL Page I of 4
CONCRETE
Date of Service:
COMPR i SIVE STRENGTH TES
10/27/1998
Client No.: THE BECK
Report No.: 9829176
Project No.: 43-2333-98
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
Report Date
11/05/1998
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: 3500 psi @ 28 Days
SLUMP: 5.0" Max
AIR: 3-5%
A T METItOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 7:41 am
TIME SAMPLED: 8:07am BY: Danny Neu
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)- AIR 64 F CONCRETE: 71 F
TRUCK NO: 727 TICKET NO: 1168102
Alii CONTENT (%): 4.1% UNIT WEIGHT (pcq: N/A
PLACEMENT LOCATION:
Paving: Fire lane A, north side of building
SAMPLE LOCATION:
From fire hydrant, 75' N & 9' W
REPORT OF TESTS ACCUMULATIVE YARDS: 230
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 I 1/03/1998 7 86170 3050
2 2 5.75 11/03/1998 7 89940 3180
Average 3120
2 3 5.75 I 1/24/1998 28
2 4 5.75 I 1/24/1998 28
2 5 5.75 12/22/1998 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.
0ILL Page 2 of 4
CONCRETE COMPRK._,SIVE STRENGTH TE&,
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
THE BECK
Report No.: 9829176
Project No.: 43-2333-98
Report Date
11/05/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8273
CONCRETE SUPPLIER: TX1 PLACEMENT DATE: 10/27/1998 BATCHTIME: 8:29am
PLANT: 41 T1ME SAMPLED: 8:59am BY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 71 F
SLUMP: 5.0" Max TRUCK NO: 837 TICKET NO: 1168205
AIR: 3-5% AIR CONTENT (%): 3.9°/'o UNIT WEIGHT (pcl): N/A
_A.~ METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving: Fire lane A, north side of building
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
From fire hydrant. 20' S & 7' W
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
3 I 6.00 11/03/1998 7
3 2 6.00 I 1/03/1998 7
3 3 6.00 l 1/24/1998 28
3 4 6.00 11/24/1998 28
ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
91840 3250
89620 3170
Average 3210
3 5 6.00 12/22/1998 56
32O
FRACTURE
TYPE
This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 3 of 4
CONCRETE COMPRE .SIVE STRENGTH TES
Date of Service: 10/27/1998
Report No.: 9829176
Client No.: THE BECK
Project No.: 43-2333-98
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/05/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppeil, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/27/1998 BATCHTIME: 8:46am
PLANT: 41 TIME SAMPLED: 9:22am aY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 71 F
SLUMP: 5.0" Max TRUCK NO: 726 TICKET NO: 1168246
AIR: 3-5% AIR CONTENT (O/o): 4.1% UNIT WEIGHT (pc0,: N/A
~ A METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving: Fire lane A, north of building
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: From fire hydrant; 40' S & 112' W
REPORT OF TESTS ACCUMULATIVE YARDS: 370
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 1 6.00 11/03/1998 7 91430 3230
4 2 6.00 11/03/1998 7 89620 3170
Average 3200
4 3 6.00 11/24/1998 28
4 4 6.00 11/24/1998 28
FRACTURE
TYPE
4 5 6.00 12/22/1998 56
Technician: Danny Neu
Report Distribution:
( I ) The Beck Group
(1) Gromatzky Dupree & Assoc.
(l) Brockette Davis Drake, Inc
'a-~.-.The Beck Group
Started: 6:00am
(I) Brockettc Davis Drake, Inc.
(1) Dalcan, Inc.
( I ) The Beck Group
Finished: 1 l:00am
~ Enginee~
Eugene Har~6u r
Vice President
This report is exclusively tbr tim use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 4 of 4
CONCRETE COMPRt SIVE
Date of Service:
10/27/1998
Client No.: THE BECK
STRENGTH TES?
Report No.: 9829199
Project No.: 43-2333-98
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/05/1998
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
STRENaTH: 3000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
-'~'v METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Piers F-11
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
6.25
6.25
I 3 6.25
i 4 6.25
I 5 6.25
Technician time: See
DATE
TESTED
11/03/1998
11/03/1998
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/27/1998 BATCH TIME: 12:58pm
TIME SAMPLED: l:45pm BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 728
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear/warm
78 F CONCRETE: 78
TICKETNO: 1168789
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH
(days) (lbs. force) (psi)
7 93280 3300
7 91030 3220
Average 3260
11/24/1998
! 1/24/1998
12/22/1998
Report #9829198
28
10
FRACTURE
TYPE
56
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
~ Gromatzky Dupree & ,~soc.
Brockette Davis Drake, Inc.
(I) The Beck Group
Started:
(1) Brockettc Davis Drake, Inc.
(I) Dalcan, Inc.
(I) Thc Beck Group
Finished:
Eugefl~'Harbour
Vi~e 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 ! ofl
CONCRETE COMPRESSIVE STRENGTH TES '
Date of Service: 10/28/1998 Report No.:
Client No.: THE BECK 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
9829318 Report Date
11/05/1998
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: TX1
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP: 5.0" Max.
AIR: N/A
· -' ~ METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Piers- J-9.3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
I I 6.50
1 2 6.50
I 3 6.50
1 4 6.50
I 5 6.50
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/28/1998 BATCH TIME: 10:07am
TIME SAMPLED: 11:00am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Cloudy-mild
70 F CONCRETE: 78 F
TICKET NO: 1169737
[JNIT WEIGIIT (pcf): N/A
REPORT OF TESTS
11/04/1998
11/04/1998
I 1/25/I 998
I 1/25/1998
AGE
(days)
7
7
28
28
MAXIMUM
LOAD
(lbs. force)
96240
93080
Average
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3400
3290
3350
10
FRACTURE
TYPE
12/23/1998
56
Technician time:
Sample taken from
Technician: Brian Otis
Report Distribution:
( I ) The Beck Group
A Gromatzky Dupree & ~soc.
Brockette Davis Drake, Inc.
( 1 ) The Beck Group
See Report %9829317
truck, no water added.
Started:
(1) Brockette Davis Drake, Inc.
(I) Dalcan, Inc.
(I) The Beck Group
Finished:
Vice President
This report is exclusively tbr 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 I
CONCRETE COMPRESSIVE STRENGTH TES,
Date of Service: 10/26/1998
Client No.: TI~ BECK
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9829116
43-2333-98
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/05/1998
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
SLLr~W: 5" Max
AIR: N/A
METHOD: ASTM C- 143
ASTM C-172
ASTM C~39
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/26/1998 BATCH TIME: 10:55am
TIME SAMPLED: 11:40am BY: Brian Otis
WEATHER CONDITIONS: Clear & mild
TEMPERATURE (F) - AIR 76 g CONCRETE: 78 g
TRUCKNO: 472 TICKET NO: 1167220
Am CONa'ENT (%): N/A uNrr WEIGHT (pc/): N/A
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: Piers- G-12
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.00 11/02/1998
1 2 6.00 11/02/1998
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 101610 3590
7 99230 3510
Average 3550
1 3 6.00 11/23/1998 28
1 4 6.00 11/23/1998 28
10
FRACTURE
TYPE
1 5 6.00 12/21/1998 56
Technician time: See Report #9829115, Sample taken from truck.
Technician: Brian Otis
Report Distribution:
'~-.whe Beck Group
'omatzky Dupree & Assoc.
~, ,, ,~rockette Davis Drake, Inc.
(1) The Beck Group
Started:
(1) Brockette Davis Drake, Inc.
(I) Dalcan, Inc.
(l) The Beck Group
Finished:
Eugene Harbour
Vice President
This r~port 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