Verizon-LR 981202CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831595
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
12/02/1998
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: 5000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E ~ 12
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 4.75
I 2 4.75
1 3 4.75
1 4 4.75
I 5 4.75
DATE
TESTED
11/27/1998
11/27/1998
12/18/1998
12/18/1998
01/15/1999
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/20/1998 aATCH TIME: 2:26pm
TIME SAMPLED: 3:05pm BY: Mike Odom
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F)- AIR 56 F CONCRETE: 69 F
TRUCKNO: 802 TICKETNO: 1186367
AIR CONTENT (%): 1.2% UNIT WEIGHT (pc.f)': N/A
PLACEMENT LOCATION:
Column Level I-2 ~ E ~ 12, 13, 14, 15 & F (~ 15
REPORT OF TESTS
ACCUMULATIVE YARDS: 13.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 187010 6610
7 188460 6660
Average 6640
28
28
56
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 3:00pm
(I) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished: 4:00pm
Euger~'Harbour
Vice President
This report is exclusively for the use ot' 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 TEST
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
11/20/1998
08644025
Report No.: 9831603
Project No.: 43-2333-98
Report Date
12/02/1998
Client: The Beck Group Project:
At-m: 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
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 I 5.75
1 2 5.75
1 3 5.75
1 4 5.75
I 5 5.75
Sample location:
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/20/1998 BATCH TIME: 2:0 lpm
TIME SAMPLED: 2:35pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 474
AIR CONTENT (%): 1.4%
PLACEMENT LOCATION:
DATE
TESTED
Cloudy
54 e CONCRETE: 79 F
TICKET NO: 1186325
UNIT WEIGHT (pcl~ N/A.
Grade beam G9, Gl0 & 12 between 9.3-10, & I0-13, grade beam Linc E between 15.7-18
& Line 18 between E & E.3
11/27/1998 7
11/27/1998 7
REPORT OF TESTS ACCUMULATIVE YARDS: 30
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
151560 5360
150020 5310
Average 5340
12/18/1998 28
12/18/1998 28
01/15/1999 56
Line E, grade beam between 16.5, 17, first
Started: 2:00pm Finished: 3:00pm
(I) Brockctte Davis Drake, Inc.
(I) Dalcan, Inc.
(1) The Beck Group
lift.
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 of HBC Engineering, Inc.
011.l. PaRe I ofl
CONCRETE COMPRESSIVE STRENGTH TES'i
Date of Service:
Client No.:
10/30/1998
08644025
Report No.: 9829558
Project No.: 43-2333-98
ENGINEERING, INC.
8901 Ca rpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/02/1998
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: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/30/1998. BATCH TIME: 6:13am
PLANT: 41 TIME SAMPLED: 6:55am BY: Dean Martin
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Mostly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)-AIR 71 V CONCRETE: 79 F
SLUMP: 5.0" Max TRUCK NO: 805 TICKET NO: 1171855
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT {pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Firelane running on W side of building tt I from N of building at Y-Split to SE comer of
ASTM C- 172 mdg 2
ASTM Co39
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
1 I 7.50 11/06/1998 7 94160 3330
1 2 7.50 11/06/1998 7 92040 3250
Average 3290
1 3 7.50 11/27/I 998 28 125560 4440
1 4 7.50 11/27/1998 28 123810 4380
Average 4410
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).
This report is exclusively [Br the use of the client iudicated above and shall not be [eproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 5
CONCRETE COMPRE ,$IVE STRENGTH TES,-
ENGINF. P_,RING, 1NC.
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/30/1998
08644025
Report No.: 9829558
Project No.: 43-2333-98
Report Date
12/02/1998
Client: The Beck Group Project:
Attn: Giilett 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
STREN(;Tm 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: 8:09am
TIME SAMPLED: 8:37am BY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 457
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Cloudy & windy
74 F CONCRETE: 83 F
TICKETNO: 1172062
UN1T WEIGHT(pc0: N/A
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 126410 4470
2 4 5.50 11/27/1998 28 126220 4460
Average 4470
2 5 5.50 12/25/1998 56
Sample location: From NE corner of Btdg 1 west wing drawing Al.01, sampled 60'
west and 10' north (by third island from nor~h).Ten gallons of water added.
140
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 2 of 5
CONCRETE COMPRg SIVE STRENGTH TES'r
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/30/1998
08644025
Report No.: 9829558
Project No.: 43-2333-98
Report Date
12/02/1998
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
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: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METtIOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/30/1998 BATCH TIME: 9:40am
TIME SAMPLED: 10:09am BY: Dean Martin
WEATHER CONDITIONS:
TRUCK NO: 714
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Cloudy & windy
74 F CONCRETE: 84
TICKET NO: 117223
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 I 5.00 11/06/1998 7 101360 3580
3 2 5.00 t 1/06/1998 7 94420 3340
Average 3460
3 3 5.00 11/27/1998 28 129660 4590
3 4 5.00 1 !/27/! 998 28 127790 4520
Average 4560
3 5 5.00 12/25/1998 56
FRACTURE
TYPE
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 of thc client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc.
0ILL Page 3 of 5
..CONCRETE COMPR[, $IVE
Date of Service:
Client No.:
Client:
10/30/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TES
ENGINEERING, liNC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report No.: 9829558
Project No.: 43-2333-98
Report Date
12/02/1998
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: 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: 11:36am
TIME SAMPLED: 12:00pm BY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 714
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page !
(See attached sketch)
Cloudy & windy
78 F CONCRETE: 85 F
TICKET NO: 1172498
UNIT WEIGHT (pet}: N/A
SAMPLE LOCATION: 15' S t¥om 7th island from north
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 1 4.75
4 2 4.75
4 3 4.75
4 4 4.75
4 5 4.75
DATE
TESTED
11/06/1998
11/06/1998
11/27/1998
11/27/1998
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 102270 3620
7 101490 3590
Average 3610
28 130100 4600
28 129860 4590
Average 4600
12/25/1998
56
3O0
FRACTURE
TYPE
Ten gallons of water
Technician: Dean Martin
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Bmckette Davis Drake, Inc.
(I) The Beck Group
added.
Started: 5:00am
(1) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished: 3:00pm
H~C Engin~,~.
Eugene Frarbour
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 5 of 5
I;
ROAD
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 11/20/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
9831526
43-2333-98
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
12/02/1998
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:
PLANT: 41
SPEClnCATION 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: 3:31am
TIME SAMPLED: 4:20am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): 1.4%
PLACEMENT LOCATION:
Fair
48 v CONCRETE: 68 F
TICKET NO: 1185201
UNIT WEIGHT (pc0:' ' N/A
Bide slab-on-grade Area A-between Grid Lines A & D, 1 & 6
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
1 1 6.50 11/27/1998 7 ! ! 1980 3960
1 2 6.50 11/27/1998 7 109950 3890
Average 3930 '
I 3 6.50 12/18/1998 28
I 4 6.50 12/18/1998 28
1 5 6.50 01/15/1999 56
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL 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
12/02/1998
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
CONTRAC'TFO R: BECK CONCRETE CLASS: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/20/1998 BATCHTIME: 5:13am
PLANT: 41 TIME SAMPLED: 5:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE(~)-AIR 49 F CONCRETE: 65 F
SLUMP: 6.0" Max TRUCKNO: 712 TICKETNO: 1185289
AIR: N/A AIR CONTENT (%): 1.2°/o UNIT WEIGHT (pcO.: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
A Lines 3 & B.5
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXhMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 6.75 11/27/1998 7 103340 3650
2 2 6.75 11/27/1998 7 106670 3770
Average 3710
2 3 6.75 12/18/1998 28
2 4 6.75 12/18/1998 28
2 5 6.75 01/15/1999 56
300
FRACTURE
TYPE
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in lull without the written approval of HBC Engineering, Inc.
0ILL Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 11/20/1998
Client No.: 08644025
Report No.: 9831526
Project No.: 43-2333-98
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
12/02/1998
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: 4 l
SPECIFICATION REQUIREMENTS
STR£NGTH: 3000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
5.s @ c.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
3 5 6.00
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 11/20/1998 BATCH TIME: 6:35qm
TIME SAMPLED: 8:00am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 712
AIR CONTENT (%): 1.3%
PLACEMENT LOCATION:
See page I
Partly cloudy
50 F CONCRETE: 66
TICKET NO: 118542
UNIT WEIGHT (pet~ N/A
REPORT OF TESTS
DATE
TESTED
11/27/1998
11/27/1998
12/18/1998
12/18/1998
AGE
(days)
28
28
MAXIMUM
LOAD
(lbs. force)
89190
90110
Average
ACCUMULATIVE YARDS: 300
COMPRESSIVE
STRENGTH
(psi)
3150
3190
3170
FRACTURE
TYPE
01/15/1999
56
Started: 2:30am
(I) Brockette Davis Drake, Inc.
( I ) Dalcan, Inc.
( 1 ) The Beck Group
Finished: 5:00pm
H~ Engi In'g, c.
Eugene Harbour
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 3 oi'3