Verizon-LR 981117CONCRETE'COMPRE ,SIVE STRENGTH TES?
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/09/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9830433
Report Date
11/17/1998
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.
CONT~CTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi @ 28 Days
SLUMP: 5
AIR:
TEST METHOD:
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208
pt, nCEMENT DATm 11/09/1998 BATCFt TnVm: 2:22 pm
TnVm SnMVLED: 3:15 pm BY: Shawn Wood
WEATHER CONDITIONS: Cloudy and warm
TEMPERATURE 0*)- Am 70 F CONCRETE: 74
TRUCKNO: 724 TICKET NO: 1178495
AIR CONTENT (%): N/A UNIT WEIGHT (pct'): N/A
PLACEMENT LOCATION:
Columns B-3, C-3, B-4, C4
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
Colums B-3, C-3, B-4, C-4
MEASURED
SLUMP DATE
(inches) TESTED
1 1 5.00
1 2 5.00
1 3 5.00
1 4 5.00
1 5 5.00
11/11/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 9.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
2 67920 2400
11/16/1998
11/16/1998
12/07/1998
12/07/1998
7 119120 4210
7 115210 4070
Average 4140
28
28
Start time: See Report
Technician: Shawn Wood
Report Distribution:
(l) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(i) The Beck Group
#9830386
Started: Finished:
(I) Brockette Davis Drake, Inc.
(!) Dalcan, Inc.
(1) The Beck Group
~ Eng~
Eugene Harbour
Vice President
01CR
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 1
CONCRETE' COMPR SIVE STRENGTH TES
Date of Service: 11/09/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEF. Rll~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9830386 Report Date
11/17/1998
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Submitted Cylinders. All information other than that related to compressive strength is submitted and
assumed to be correct.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 4.5"
AIR: N/A
~T METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A.3-A.5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.50
1 2 4.50
1 3 4.50
1 4 4.50
DATE
TESTED
11/16/1998
11/16/1998
12/07/1998
12/07/1998
PROJECT DATA
CONCRETE CLASS: 9508
P~CEMENT DATE: 11/09/1998 BATC}~ TnVm: 1:34pm
TnVmSAMPLED: 2:20pm BY: Shawn Wood
WEATHER CONDITIONS: Cloudy,warm
TEMPERATURE (F). AIR 69 g CONCREX~: 73
TRUCK NO: 632 TICKET NO: 117847
Am CONTENT (%): N/A uNrr WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Grade beam west wing C.5-1 to A-7.5
REPORT OF TESTS
AGE
(days)
7
7
28
28
MAXIMUM
LOAD
(lbs. ~rce)
137980
135430
Average
ACCUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
4880
4790
4840
Technician: Shawn Wood
Report Distribution:
(1) The Beck Group
(1) Oromatzky Dupree & ASSOC.
(I) Brockette Davis Drake, Inc.
~,Tbe Beck Group
Started: l:00pm
(1) BrOCkette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished: 6:00pm
Engi
Eugene Harbour
Vice President
01LL
This report is exclusively for the use of the client indicated a~ove and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 1 of 1 :,
'CONC RETE COMPRL-oSIVE 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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9830120 Report Date
11/17/1998
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: 31
SP~.Cn~ICATION REQUUIEM~NTS
STRENGTH: 4000 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: 8205
PLACEMENT DATE: 11/05/1998 BATCH Tram: 6:39am
Tmm SAMPLED: 7:30am BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 416
AIR CONTENT (%): 4.0%
PLACEMENT LOCATION:
Nord~ side of corporate paving
Cool and cloudy
58 F CONCRETE: 61 F
TICKET NO: 1175956
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCtaCOLATIW YARDS: 90
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 5.50 11/12/1998 7 124400 4400
1 2 5.50 11/12/1998 7 122550 4330
Average 4370
1 3 5.50 12/03/1998 28
1 4 5.50 12/03/1998 28
FRACTURE
TYPE
Sample location: 130' feet north 180' west of southeast corner , first approach
on Corporate.
This report is exclusively for the use of~he client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
'CONCRETE COMPRE 'SIVE STRENGTH TES' '
Date of Service:
Client No.:
Client:
11/05/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallan, Texas 75247
Report No.: 9830120 Report Date
11/17/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT OA~: 11/05/1998 BATCH TAYto: 7: 15am
PLANT: 31 TIME SAMeLEO: 8:30am BY: Terry L. Smith
SPECWICATION REQUIREMENTS WEATHER CONDITIONS: Cool and cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATtnRE (F)- AIR 58 F CONCRETE: 60 F
SLUMP: 5.0" Max TRUCK NO: 724 TICKET NO: 1176056
AIR: N/A AIR CONTENT (%): 4.3% UNIT WEIGHT (per): N/A
TEST METHOD: ASTM C- 143 PLACEMENT 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 5.00 11/12/1998 7 122870 4350
2 2 5.00 11/12/1998 7 127020 4490
Average 4420
2 3 5.00 12/03/1998 28
2 4 5.00 12/03/1998 28
150
FRACTURE
TYPE
Sample Location:130' N, 120' west of southeast corner of first approach
This report is exclusively for Ibc use of li~e client indicated above and shall not be reproduoed except in full without lhe written approval of HBC Engineering, Inc.
01LL , Page 2 of 6 ·
'CONCRETE COMPRI 'oSIVE STRENGTH TE '
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/05/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9830120 Report Date
11/17/1998
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.
CONTP. ACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy and cool
STRENGTH: 4000 psi @ 28 Days TEMPERATtr~ (F) - AIR 56 F CONCRETE: 60
SLUMP: 5.0" Max TRUCK NO: 816 TICKET NO: 1176151
AIR: N/A AIR CONTENT (%): 5.0% UNIT WEIGHT (per): N/A
TEST M~IOO: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCH TIM~: 8:12am
TnVmSAMPLED: 9:30am BY: Terry L. Smith
REPORT OF TESTS ACCUma YARDS: 230
CvL ) R MEASUREo MSXnam coMpa .ssr
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 1 5.50 11/12/1998 7 116320 4110
3 2 5.50 11/12/1998 7 112020 3960
Average 4040
3 3 5.50 12/03/1998 28
3 4 5.50 12/03/t998 28
Sample location: 100 feet north, 30 feet west of southeast of first approach on
Corporate.
0ILL
This report is exclusively for the use of the client indicated abov~ and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 6
'CONCRETE COMPRL 'SIVE 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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9830120 Report Date
11/17/1998
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.
CONTRAcxoa: BECK
CONCRETE SUPPLIER: TXI
eLnwr: 31
SPECIFICATION REQUIREMENTS
ST~NaTH: 4000 psi @ 28 Days
SlXnVm: 5.0" Max
Am: N/A
TEST ME~IOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCh Tram: 10:08am
TnVmSAMeLED: ll:20am BY: TerryL. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TaUCK NO: 366
Am CONTENT (~): 5.1%
PLACEMENT LOCATION:
See page 1
mild and cool
39 F CONCRETE: 63 g
TICKET NO: 1176362
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
4 1 5.00 11/12/1998 7
4 2 5.00 11/12/1998 7
4 3 5.00 12/03/1998 28
4 4 5.00 12/03/1998 28
ACCUMULATIVE YARDS: 70
MAXIMUM COMPRESSIVE
LOAD STRENGTH
Obs. force) (psi)
108390 3830
106240 3760
Average 3800
FRACTURE
TYPE
Sample location: 40' North, 15' east of southeast corner of first approach on
Corporate.
01LL
This report is exclusively for the ~ of flze client indicated above and shah not be reproduced except in full without the written approval of HBC Eagineering, Inc.
Page 4 of 6
CONCRETE COMPRL 'SIVE STRENGTH TES '
Date of Service: 11/05/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9830120 Report Date
11/17/1998
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.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION RF~UIREMENTS
STRENGTH: 4000 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: 8205
PLACEMENT DATE: 1 1/05/1998 BATCH TIME: 1 1:43am
TIME SAMPLED: l:00pm BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 905
AIR CONTENT (%): 5.1%
PLACEMENT LOCATION:
See page 1
Cloudy and mild
63 F CONCRETE: 61 F
TICKET NO: 1176521
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
REPORT OF TESTS acct, Mt nXlW YARDS: 150
MEAStamD mxnatn coMPa, ssiw.
SL~P DA~ AGE ~AD S~G~ F~
(~) TES~D (~ys) 0~. force) (psi) ~E
5 1 5.00 11/12/1998 7 104830 3710
5 2 5.00 11/12/1998 7 99510 3520
Average 3620
5 3 5.00 12/03/1998 28
5 4 5.00 12/03/1998 28
Sample location: 300' North, 75' east of southwest corner of first approach on
Corporate.
This report is exclusively for the use of the client indicated abov~ and shall not be reproduced except in full without the written approval of HBC Eagineering, Inc.
01LL Page 5 of 6
'CONCRETE COMPRE 'SIVE STRENGTH TESTi'
Date of Service: 11/05/1998
Client No.: 08644025
Report No.: 9830120
Project No.: 43-2333-98
ENGINEERI]~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/17/1998
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 752014619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
S~m~NGTH: 4000 psi @ 28 Days
SLtriv~: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 11/05/1998 BATCH Tram: 12:32pm
TnVm SAMPLED: 2:00pm BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 480
Am conteNT (%): 5.3%
PLACEMENT LOCATION:
See page 1
Cool and cloudy
64 ~' CONCRETE: 60 g
TICKET NO: 1176599
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 60' E, 30' s of SE corner of bldg.
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
6 1 6.00
6 2 6.00
6 3 6.00
6 4 6.00
DATE
TESTED
11/12/1998
11/12/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 230
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 104470 3690
7 111040 3930
Average 3810
12/03/1998
12/03/1998
28
28
Technician: Terry L. Smith
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 6:00am
(1) Brockette Davis Drake, Inc.
(1) Dalcan, [ne.
(i) The Beck Group
Finished: 4:00pm
I-Ir
Eugene Harbour
Vice President
This report is exclusively for the use of ~he client indicated above, and shall not bc reproduced except in full without the written approval of HBC Pa~nccring, Inc.
0ILL Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TES
Date of Service: 10/19/1998
Client No.: 08644025
Report No.: 9828426
Project No.: 43-2333-98
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
11/17/1998
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 flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/1998 BATCI~ TIME: 8:24am
PLANT: 4 1 TIME SAMPLED: 9:10am BY: Brian Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy/Mild
STRENGTm 3000 psi @ 28 Days TEMPERATURE 03-AIR 58 F CONCRETE: 74 F
SLUMP: 5" TRUCK NO: 669 TICI~T NO: 1162963
Am: N/A Am CONTENT (%): N/A uNn' WEIGHT (pct'): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier D-6
REPORT OF TESTS ACCUMULAT YARDS: 20
CYLINDER MEASURED MAXIMUM ~ COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 5.50 10/26/1998 7 101410 3590
1 2 5.50 10/26/1998 7 100370 3550
1 3 5.50 10/26/1998 7 98300 3480
Average 3540
1 4 5.50 11/16/1998 28 143530 5080
1 5 5.50 12/14/1998 56
Technician time:
Technician: Brian Otis
Report Distribution:
(l) The Beck Croup
(l) C-romatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
See Report #9828425
S~r~ed:
(1) Brockette Davis Drake, Inc.
( 1 ) Dalcan, Inc.
(I) The Beck Group
Finished:
~ Engl~
Eugene Harbour
Vice President
This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engheaing, Inc.