Verizon-LR 981216CONCRETE COM! RIz SIVE. ST NGTH TES'T
8901 Carpenter Fr~vy,, Suite #I0~
Dallas, Texns 7524?
Date of Service:
Client No.:
11/17/1998
08644025
Report No.: 9831222
Project No.: 43-2333-98
Report Date
12/16/1998
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: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: D/6.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 5.25 11/24/1998
1 2 5.25 11/24/1998
1 3 5.25 12/15/1998
I 4 5.25 12/15/1998
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/17/1998 BATCH TIME: 2:19pm
TIME SAMPLED: 3:30pm BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Grade beam, building # 1,
Columns: D Lines; 4.5 to 6.5
Cloudy
66 F CONCRETE: 71 F
TICKET NO: ! 182565
UNIT WEIGHT (pcf}~ N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~rce) ~si)
7 144180 5100
7 147290 5210
Average 5160
28 191950 6790
28 193460 6840
Average 6820
1 5 5.25 01/12/1999
56
FRACTURE
TYPE
Technician time: See Report #9831209
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started:
(1) The Beck Group
(I) 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.
0ILL Page I of 1
CONCRETE COMP1 E ,SIVE STRENGTH TESt
Date of Service: 11/17/1998
Client No.: 08644025
Report No.: 9831209
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/16/1998
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.
CONTRACrOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi (~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
South wall of elevator pit
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.00
1 2 5.00
1 3 5.00
1 4 5.00
1 5 5.00
DATE
TESTED
11/24/1998
11/24/1998
12/15/1998
12/15/1998
PROJECT DATA
CONCRETE CLASS: .8208
PLACEMENT DATE: 11/17/1998 BATCH TIME: 1:58pm
TIME SAMPLED: 2:35pm BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 712
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Cloudy
66 F CONCRETE: 72 F
TICKETNO: 1182531
UNITWEIGHT(peO; N/A
Elevator pit walls Bldg I Lobby; Columns A/8, B/8, K/9, L/9, L/9.3, L/9.7, L/10, G/12 &
F/12
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 157080 5560
7 149880 5300
Average 5430
28 197280 6980
28 199820 7070
Average 7030
01/12/1999
56
10
FRACTURE
TYPE
Locations furnished
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
by contractor.
Started: 1:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:00pm
Eugene Harbour
Vice President
This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page I of 1
'CONCRETE COMP'.:Ig SIVE STRENGTH TES'i'
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/04/1998
08644025
Report No.: 9832771
Project No.: 43-2333-98
Report Date
12/16/1998
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
CONTRACTOR: BECK CONCRETE CLASS: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/04/1998 BATCH TIME: 7:20am
PLANT: 31 TIME SAMPLED: 8:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE (F)-AIR 72 ~: CONCRETE: 78 F
SLUMP: 6.0" Max TRUCK NO: 418 TICKET NO: 1194100
AIR: N/A AIR CONTENT (e/o): 1.3 UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building slab-on-grade Level I, between A & D, C & D, E & H & between I-6, 6-15.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 7.5 ~ C.5
REPORT OF TESTS ACCUMULATIVE YARDS: 330
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (i nches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.25 12/11/1998 7 104670 3700
! 2 6.25 12/11/1998 7 106250 3760
Average 3730
1 3 6.25 01/01/1999 28
1 4 6.25 01/01/1999 28
1 5 6.25 01/29/1999 56
Samples obtained from hopper.
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 3
CONCRETE COMPRESSIVE STRENGTH TEST
'8901- Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/04/1998
08644025
Report No.: 9832771
Project No.: 43-2333-98
Report Date
12/16/1998
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: 3000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
K.5 ~ 9.3
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/04/1998 BATCH TIME: 9:20am
TIME SAMPLED: 10:00am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 835
AIR CONTENT (%): 1.5
PLACEMENT LOCATION:
See page I
Partly cloudy
73 g CONCRETE: 79 F
TICKET NO: 1194155
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 360
MEASURED MAXIMUM COMPRESSIVE
SLUM P DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 12/11/1998 7 97620 3450
2 2 6.00 12/11/1998 7 99240 3510
Average 3480
2 3 6.00 01/01/1999 2§
2 4 6.00 01/01/1999 28
2 5 6.00 01/29/1999 56
0ILL
This report is exclusively £or the 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 COMPi, tESSIVE STRENGTH TEST
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/04/1998
08644025
Report No.: 9832771
Project No.: 43-2333-98
Report Date
12/16/1998
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: 3 1
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:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 5.75
3 2 5.75
3 3 5.75
3 4 5.75
3 5 5.75
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/04/1998 BATCH TIME: 10:22am
TIME SAMPLED: ll:30am BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F)- AIR 76 F CONCRETE: 81
TRUCKNO: 827 TICKETNO: 1194226
AIR CONTENT (%): 1.4 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
DATE
TESTED
12/11/1998
12/11/1998
01/01/1999
01/01/1999
AGE
(days)
28
28
ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs, force) (psi)
92290 3260
94430 3340
Average 3300
360
FRACTURE
TYPE
01/29/1999
56
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 6:30am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 1:30pm
H~ Engin~~.
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 Page3 of 3