Verizon-LR 981109CONCRETE COMPR TSSIVE STRENGTH TE f
Date of Service: 10/29/1998 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
ENGINFY_RI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9829441 Report Date
11/09/1998
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at tl~e placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BEC K
CONCRETE SUPPLIER: TX[
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
SAMPLE LOCATION: Piers L-9
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 6.50 11/05/1998
1 2 6.50 11/05/1998
i 3 6.50 11/26/1998
I 4 6.50 11/26/1998
I 5 6.50 12/24/1998
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/29/1998 BATCH TIME: 9:10am
TIME SAMPLED: 10:10am By: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 472
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear & mild
76 F CONCRETE: 78 F
TICKET NO: 1170981
UNIT WEIGHT (pcl): m/m
REPORT OF TESTS
AGE
(days)
28
28
MAXIMUM
LOAD
(lbs. force)
92560
89060
Average
ACCUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
(psi)
3270
3150
3210
FRACTURE
TYPE
56
Technician time: See Report %9829440
Technician: Brian Otis
Report Distribution:
(I} Thc Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1} The Beck Group
Started: Finished:
(I) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc written approval' of HDC Engineering Inc.
,'CONCRETE COMPRI, oSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/30/1998
Client No.: THE BECK
Report No.: 9829558
Project No.: 43-2333-98
Report Date
11/09/I 998
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: TXI PLACEMENT DATE: 10/30/1998 BATCH TIME: 6: 13am
PLANT: 4 1 TIME SAMPLED: 6:55am BY: Dean Martin
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Mostly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)- AIR 71 F CONCRETE: 79 F
SLUMP: 5.0" Max TRUCKNO: 805 TICKETNO: 1171855
AIR: N/A Air< CONTENT (%): N/A UNIT WEIGHT (pcf}: N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
Firelane running on W side of building #1 from N of building at Y-Split to SE comer of
ASTM C- 172 Bldg 2
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 60
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 7.50 11/06/1998 7 94160 3330
I 2 7.50 11/06/1998 7 92040 3250
Average 3290
1 3 7.50 11/27/1998 28
I 4 7.50 11/27/1998 28
I 5 7.50 12/25/1998 56
Sample location: From NE corner of Bldg 1, west wing drawing Al.01, sampled @
105' north and 30' east (by center island).
OILL
This report is cxclusivcly for thc usc of thc clicnt indicated abovc and shall not be reproduced cxcept in full without thc written approval of HBC Engineering, lnc;
· CONCRETE' COMPREoSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
Date of Service: 10/30/1998
Client No.: THE BECK
Report No.: 9829558
Project No.: 43-2333-98
Report Date
11/09/1998
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
CONT~a~CTOR: BECK CONCRETE CLASS: 8273
CONCRETE SUPPLIER: TX1 PLACEMENT DATE: 10/30/1998 BATCH TIME: 8:09am
PLANT: 41 TIME SAMPLED: 8:37am m': Dean Martin
SPECIFICATION REQUIREMENTS %VEATHER CONDITIONS: Cloudy & windy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)o AIR 74 F CONCRETE: 83
SLUMP: 5.0" Max TRUCK NO: ' 457 TICKET NO: 1172062
AIR: N/A Am CONTENT (%): N/A UNIT WEIGItT (pcf): N/A
TEST METItOD: ASTM C- 143 I'LACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 5.50 11/06/1998 7 93300 3300
2 2 5.50 11/06/1998 7 94650 3350
Average 3330
2 3 5.50 11/27/1998 28
2 4 5.50 11/27/1998 28
2 5 5.50 12/25/1998 56
140
FRACTURE
TYPE
Sample location: From NE corner of Bldg 1 west wing drawing Al.01, sampled 60'
west and 10' north (by third island from north).Ten gallons of water added.
This repoR 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 Page2of5 .,: .
.'CONCRETE
COMPRLoSIVE STRENGTH TE '
ENGINEERING, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/30/1998
Client No.: THE BECK
Report No.: 9829558
Project No.: 43-2333-98
Report Date
11/09/1998
Client: The Beck Group Project:
Attu: 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: 3500 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: 8273
PLACEMENT DATE: 10/30/t998 BATCH TIME: 9:40am
TIME SAMPLED: 10:09am BY: Dean Martin
W EATH ER COND[TIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 714
Alii CONTENT (%): N/A
PLACEMENT LOCATION:
See page l
Cloudy&windy
74 F CONCRETE: 84 F
TICKETNO: 1172238
UNIT WEIGltT(pc0: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULAT[VEYARDS: 200
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 I 5.00 11/06/1998 7 101360 3580
3 2 5.00 11/06/1998 7 94420 3340
Average 3460
3 3 5.00 11/27/1998 28
3 4 5.00 11/27/1998 28
FRACTURE
TYPE
3 5 5.00 12/25/1998 56
Sample location: From NE corner of Bldg 1 west end drawing Al.01, sampled 125'
west and 62' south (between 3rd & 4th island from north).Five gallons of water
This report is exclusively for the use o£the client indicated aboye and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
, 0ILL Page3of5 i · ~ ' i,: .
Report No.: 9829558 ,~ H~C
added.
This report is exclusively for the usc of thc client indicated above and sball not be reproduced except in full without the written approval of HBC Engineering, Inc.
Ol LL , Page 4 of 5 .
.CONCRETE COMPRLoSIVE
Date of Service:
Client No.:
Client:
10/30/1998
THE BECK
The Beck Group
Attn: Giltett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TES,,k
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9829558
Project No.: 43-2333-98
Report Date
11/09/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fi'esh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 l
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 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: 8273
PLACEMENT DATE: 10/30/1998 BATCH TIME: I l:36am
TIME SAMPLED: 12:00pm aY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 714
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
(See attached sketch)
Cloudy&windy
78 F CONCRETE: 85 F
TICKETNO: 1172498
[INIT WEIGHT(pcO: N/A
SAMPLE LOCATION: 15' S from 7th island from north
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 I 4.75
4 2 4.75
4 3 4.75
4 4 4.75
REPORT OF TESTS
MAXIMUM
DATE
TESTED
11/06/1998
11/06/1998
11/27/1998
11/27/1998
AGE LOAD
(days) (Ibs. brce)
7 102270
7 101490
Average
28
28
ACCUMULATIVE YARDS: 300
COMPRESSIVE
STRENGTH
3620
3590
3610
FRACTURE
TYPE
4 5 4.75
12/25/I 998
56
Ten gallons of water
Technician: Dean Martin
Report Distribution:
(l) The Beck Group
(l) Gromatzky Dupree & Assoc.
(!) Bmckette Davis Drake, Inc.
(1) The Beck Group
added.
Started: 5:00am
(I) Brockctte Davis Drake, Inc.
(I) Dalcan, Inc.
(I) The Beck Group
Finished: 3:00pm
%~engin~
Vice President
This report is exclusively for thc usc of tile client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 5 of 5
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