Verizon-LR 981125 (2)CONCRETE COMPRESSIVE STRENGTH TE
Date of Service: 11/17/1998
Client No.: 08644025
Report No.: 9831222
Project No.: 43-2333-98
ENGINEERING, INC.
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
Report Date
11/25/1998
Client: The Beck Group Project:
AtT: 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, ~erform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 ]
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
iT 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 1 5.25 11/24/1998
I 2 5.25 11/24/1998
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/17/1998 BATCH TIME: 2:19pm
TIME SAMPLED: 3:30pm gv: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) ~ AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Grade beam, building #1,
Colmnns: D Lines; 4.5 to 6.5
Cloudy
66 F CONCRETE: 71
TICKETNO: 1182565
UNIT WEIGHT(peO: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 9
MAXIMUM COMPRESSIVE '
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 144180 5100
7 147290 5210
Average 5160
1 3 5.25 12/15/1998
1 4 5.25 12/15/1998
1 5 5.25 01/12/1999
28
28
FRACTURE
TYPE
56
Technician time: See Report #9831209
Technician: Mike Shields
Report Distribution:
fl) The Beck Group
} Gromatzky Dupree & Assoc.
gl ) Brockette Davis Drake, Inc.
(!) The Beck Group
Started:
(I) Brockette Davis Drake, inc.
(I) Dalcan, inc.
(1) The Beck Group
Finished:
, Ine
Vice President
This report is exclusively for the use of the client indicated abo~e and shall not be reproduced except in full without the written approval of HDC Engineering, Inc.
0ILL Page I of I
CONCRETE COMPRESSIVE
Date of Service:
Client No.:
Client:
11/16/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TESCs
Report No.: 9831049
Project No.: 43-2333-98
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
11/25/1998
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: 5000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A/7
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.50
1 2 5.50
I 3 5.50
I 4 5.50
1 5 5.50
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/16/1998 BATCH TIME: 1:52pm
TIME SAMPLED: 2:45pm BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 669
AIR CONTE~r (%): N/A
PLACEMENT LOCATION:
Columns- Level I: A/7, B/7, C/7,
& M/9
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/23/1998
11/23/1998
12/14/1998
12/14/1998
Sunny
62 F CONCRETE: 75 F
TICKETNO: 1181603
UNIT WEIGHT(pc0: N/A
01/11/1999
7 128550
7 128020
Average
28
28
ACCUMULATIVE YARDS: 9.5
COMPRESSIVE
STRENGTH
(psi)
4550
4530
4540
FRACTURE
TYPE
56
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(i) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(!) The Beck Group
Started: 1:00pm
(1) Brockette Davis Drake, Inc.
· (I) Dalcan, Inc.
(I) The Beck Group
Finished: 3:30pm
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 1 of I
CONCRETE CO'MPRE SIVE STRENGTH TES?
Date of Service: 11/17/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report No.: 9831209 Report Date
11/25/1998
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: 41
SPECIFICATION REQUIREMENTS
STRtNGTm 5000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METI~OD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/17/1998 BATCHTIME: l:58pm
TIME SAMPLED: 2:35pm aY: Mike Shields
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F)- AIR 66 e CONCRETE: 72 F
TRUCK NO: 712 TICKET NO: 1182531
AIR CONTENT (%): N/A UNIT WEIGHT (pet'): N/A
PLACEMENT LOCATION:
Elevator pit walls Bldg 1 Lobby; Columns A/8, B/8, K/9, [29, [29.3, [29.7, L/10, G/12 &
F/12
SAMPLE LOCATION: South wall of elevator pit
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.00 11/24/1998
1 2 5.00 11/24/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
7 157080 5560
7 149880 5300
Average 5430
1 3 5.00 12/15/1998
1 4 5.00 12/15/1998
28
28
1 5 5.00 01/12/1999
56
Locations furnished by contractor.
Technician: Mike Shields
Report Distribution:
(i) The Beck Group
(!) Gromatzky Dupree & Assoc.
(!) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 1 :OOpm
(1) Bmckette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Finished: 4:00pm
I-~ 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 Page I of 1
- ONCRETE
COMPRESSIVE
STRENGTH TES '
ENGINEERING, 1]xK3.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 10/27/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829176
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
11/25/1998
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: 6:43am
PLANT: 41 TIME SAMPLED: 7:20am BY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (E) - AIR 62 ~ CONCRETE: 71
SLUMP: 5.0" Max TRUCK NO: 456 TICKET NO: 1167981
AIR: 3-5% AIR CONTENT (%): 4.2% UNIT WEIGHT (pct'): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving from fire hydrant; 225' north & 10' west
ASTM C- 172 4r
ASTM C-39
SAMPLE LOCATION: See placement location
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 6.50 11/03/1998 7 89520
1 2 6.50 11/03/1998 7 87370
Average
I 3 6.50 11/24/1998 28 132300
I 4 6.50 11/24/1998 28 125860
Average
I 5 6.50 12/22/1998 56
ACCUMULATIVE YARDS: 90
COMPRESSIVE
STRENGTH
(psi)
3170
3090
3130
4680
4450
4570
FRACTURE
TYPE
Note: Sample taken from truck.
This report is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the vaittcn approval of HBC Engineering, Inc.
0ILL ,,;; Page 1 of 4 : ,:~; :,:,~
-CONCRETE
COMPRESSIVE
STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 10/27/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829176
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
11/25/1998
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%
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 7:41am
TIME SAMPLED: 8:07am BY: Danny Neu
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)- AIR 64 F CONCRETE: 71 E
TRUCKNO: 727 TICKETNO: 1168102
AIR CONTENT (%): 4.1% UNIT WEIGHT (pet): N/A
PLACEMENT LOCATION:
Paving: Fire lane A, north side of building
SAMPLE LOCATION: From fire hydrant, 75' N & 9' W
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.75 11/03/1998 7 86170
2 2 5.75 11/03/1998 7 89940
Average
2 3 5.75 11/24/1998 28 108110
2 4 5.75 11/24/1998 28 107140
Average
2 5 5.75 12/22/1998 56
ACCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
3050
3180
3120
3820
3790
3810
FRACTURE
TYPE
This report is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 2 of 4
· CONCRETE COMPRLoSIVE STRENGTH TES '
Date of Service:
Client No.:
10/27/1998
08644025
Report No.: 9829176
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/25/1998
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: 3500 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: 3-5%
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/27/1998 BATCH TIME: 8:29am
TIME SAMPLED: 8:59am BY: Danny Neu
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 837
AIR CONTENT (%): 3.9%
PLACEMENT LOCATION:
Partly cloudy
65 F CONCRETE: 71
TICKET NO: 1168205
UNIT WEIGHT (pcf): N/A
Paving: Fire lane A, north side of building
SAMPLE LOCATION: From fire hydrant, 20' S & 7' W
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUM P DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 6.00 11/03/1998 7 91840
3 2 6.00 11/03/1998 7 89620
Average
3 3 6.00 11/24/1998 28 135930
3 4 6.00 l 1/24/1998 28 127780
Average
3 5 6.00 12/22/1998 56
ACCUMULATIVE YARDS: 320
COMPRESSIVE
STRENGTH
(psi)
3250
3170
3210
4810
4520
4670
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 3 of 4 ? ,,:
· cONcRETE COMPR1LoSIVE STRENGTH TES
ENGINEF_IU~,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998
Client No.: 08644025
Report No.: 9829176
Project No.: 43-2333-98
Report Date
11/25/1998
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: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/27/1998 BATCHTIME: 8:46am
PLANT: 41 TIME SAMPLED: 9:22am BY: Danny Neu
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPEaATUREff)-AIR 65 ~ CONCRETE: 71
SLUMP: 5.0" Max TRUCKNO: 726 TICKET NO: 1168246
AIR: 3-5% AIR CONTENT (%): 4.1% UNIT WmG~T (pc0: N/A
TEST 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 & I 12' W
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1
4 2
4 3
4 4
REPORT OF TESTS ACCUMULATIVE VA}mS: 370
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
6.00 11/03/1998 7 91430 3230
6.00 11/03/1998 7 89620 3170
Average 3200
6.00 11/24/1998 28 104220 3690
6.00 11/24/1998 28 100360 3550
Average 3620
4 5 6.00
12/22/1998 56
F~U~
~PE
Technician: Danny Neu
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 6:00am Finished: ll:00am
(I) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The Beck Group
Eugene-l-Iarbour
Vice President
This report is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 4 of 4
CONCRETE COMPRE:SSIVE STRENGTH TE
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998
Client No.: 08644025
Report No.: 9829199
Project No.: 43-2333-98
Report Date
11/25/1998
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppetl Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTaACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTm 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 F-I 1
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.25 11/03/1998
1 2 6.25 11/03/1998
1 3 6.25 11/24/1998
1 4 6.25 l 1/24/1998
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENTDATE: 10/27/1998 BATCHTIME: 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 ~ CONCRETE: 78
TICKET NO: 1168789
UNIT WEIGHT (pcO: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAX[MUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 93280 3300
7 91030 3220
Average 3260
28 135950 4810
28 133800 4730
Average 4770
1 5 6.25 12/22/1998
56
FRACTURE
TYPE
Technician time: See Report #9829198
Technician: Brian Otis
Report Distribution:
(I) The Beck Group
(1) Gromatzky Duprec & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: Finished:
(I) Brockette Davis Drake, Inc.
(I) Dalcan, Inc.
(I) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for thc usc of the client indicated abov.e and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc..
Page I of 1 r :
CONCRETE COMPRL 4SIVE STRENGTH TES '
ENGINEERING, INC.
$901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/26/1998
08644025
Report No.: 9829116
Project No.: 43-2333-98
Report Date
11/25/1998
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
COlnpressive strength salnples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi (~ 28 Days
SLUMP: 5" Max
Aim N/A
TEST METltOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Piers- G-12
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.00
I 2 6.00
I 3 6.00
! 4 6.00
I 5 6.00
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/26/1998 BATCH TIME: 10:55am
TIME SAMPLED: I l:40am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 472
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/02/1998 7 101610
11/02/1998 7 99230
Average
11/23/1998 28 131510
11/23/1998 28 127640
Average
Clear & mild
76 F CONCRETE: 78 F
TICKET NO: 1167220
UNIT WEIGHT (pet): N/A
12/21/1998 56
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3590
3510
3550
4650
4510
4580
10
FRACTURE
TYPE
Technician time:
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Bmckette Davis Drake, Inc.
(l) The Beck Group
See Report %9829115, Sample taken from truck.
Started: Finished:
(1) Brockcttc Davis Drake, Inc.
(1) Dalcan, Inc.
(1) The B.eck Group
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.
01LL
Page 1 of I