Verizon-LR 990128CONCRETE COMPRESSIVE
Date of Service: 12/01/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TESI'
ENGINEERIlX~, INC.
-8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9832456
Project No.: 43-2333-98
Report Date
01/28/1999
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: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: West side pit slab, Area B
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I 5.75 12/08/1998
! 2 5.75 12/08/1998
1 3 5.75 12/29/1998
1 4 5.75 12/29/1998
1 5 5.75 01/26/1999
PROJECT DATA
CONCRETE CLASS: N/A
PLACEMENT DATE: 12/01/1998 BATCH TIME: l:31pm
TIMESAMPLEO: 2:10pm BY: Mike Odom
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)-AIR 73 F CONCRETE: 76 ~
TRUCK NO: 806 TICKET NO: 1191562
AIR CONTENT (%): 1.4% UNITWEIGHT (oeO: N/A
PLACEMENT LOCATION:
Building Area (B) ~ elevator (passenger) pit slabs/columns (~ Building .area (B) (~
elevator (passenger) pit slabs/columns (~ M-5-9.7, Area B Level I-2 columns at
G-IS/H-14, 15, Area C, Level I-2.
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 131030 4630
7 130040 4600
Average 4620
28 208260 7370
28 207770 7350
Average 7360
56 224030 7920
16.5
FRACTURE
TYPE
Pit slabs only require 4000 "but" same 5000
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 1:30pm
( 1 ) The Beck Group
(1) Dalcan.
psi mix used.
Finished: 3:00pm
Eugene~arbour
Vic~¢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 I
CONCRETE COMPRESSIVE STRENGTH TEST
"8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/28/1998
08644025
Report No.: 9834785
Project No.: 43-2333-98
Report Date
01/28/1999
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.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 3 I
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: See below
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/28/1998 BATCH TIME: 6:27am
TIME SAMPLED: 7:40am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 561
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Level Ill west wing slab A-D & I-5.7
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
Fair
34 v CONCRETE: 56 F
TICKET NO: 1202572
UNIT WEIGHT (pc0: NA
I 1 6.25 12/31 / 1998 3 92040
1 2 6.25 01/04/! 999 7 118370
1 3 6.25 01/04/1999 7 121550
Average
I 4 6.25 01/25/1999 28 150730
1 5 6.25 01/25/1999 28 161700
Average
I 6 6.25 02/22/1999 56
ACCUMULATIVE YARDS: 500
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3250
4190
4300
4250
5330
5720
5530
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 7
Report No.: 9834785
Sample location: Level III in Beam G-4 between Line A-B
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval ofHBC Engineeri~g~n¢.
0ILL Page 2 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
ENG~EERll~, INC.
"8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/28/1998
08644025
Report No.: 9834785
Project No.: 43-2333-98
Report Date
01/28/1999
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: 31
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
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/28/1998 BATCB TIME: 8:49am
TIME SAMPLED: 9:20am BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F)-AIR 48 F CONCRETE: 55 F
TRUCK NO: 571 TICKET NO: 1202713
AIR CONTENT (%): N/A UNIT WEIGHT (pcl)': N/A
PLACEMENT LOCATION:
See page !
SAMPLE LOCATION:
Level III slab @ Line C ~ 2
REPORT OF TESTS
ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 I 6.25 12/31/1998 3 104610 3700
FRACTURE
TYPE
2 2 6.25 01/04/1999 7 120840 4270
2 3 6.25 01/04/1999 7 125690 4440
Average 4360
2 4 6.25 0 !/25/1999 28 164400 5810
2 5 6.25 01/25/1999 28 148980 5270
Average 5540
2 6 6.25 02/22/1999 56
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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
Client:
12/28/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9834785
Project No.: 43-2333-98
Project:
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
01/28/1999
GTE Shared Services
Coppeli 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:
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
5000 psi ~ 28 Days
6.0" Max
N/A
ASTM C-143
ASTM C- ! 72
ASTM C-39
Along Line B ~ 2.5
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/28/1998 BATCH TIME: 10:00am
TIME SAMPLED: 10:45am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 420
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Fair
52 F CONCRETE: 55 F
TICKET NO: 1202816
UNIT WEIGHT (pcf~ N/A
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.75 12/31/I 998 3 96580 3420
ACCUMULATIVE YARDS: 500
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3 2 5.75 01/04/1999 7 115490 4080
3 3 5.75 01/04/1999 7 121740 4310
Average 4200
3 4 5.75 01/25/! 999 28 157700 5580
3 5 5.75 01/25/1999 28 145410 5140
Average 5360
3 6 5.75 02/22/1999 56
0ILL
This report is exclusively fur the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
12/28/1998
08644025
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
'~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9834785
Project No.: 43-2333-98
Report Date
01/28/1999
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: 5000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/28/1998 BATCH TIME: 11:19am
TIME SAMPLED: 12:00pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 3 89
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Partly cloudy
54 F CONCRETE: 56 F
TICKET NO: 1202935
UNIT WEIGHT (pc0': N/A
SAMPLE LOCATION: Along 3.5 ~ C
REPORT OF TESTS
ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 1 5.50 ! 2/31/1998 3 98510 3480
FRACTURE
TYPE
4 2 5.50 01/04/1999 7 130540 4620
4 3 5.50 01/04/1999 7 134970 4770
Average 4700
4 4 5.50 01/25/1999 28 195570 6920
4 5 5.50 01/25/1999 28 204670 7240
Average 7080
4 6 5.50 02/22/1999 56
0ILL
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.
Page 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
"8901 Carpenter Frnvy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/28/1998
08644025
Report No.: 9834785
Project No.: 43-2333-98
Report Date
01/28/1999
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: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: !2/28/1998 BATCHTIME: 1 l:58am
PLANT: 31 TIME SAMPLED: l:05pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTIt: 5000 psi ~ 28 Days TEMPERATURE (F)-A1R 57 F CONCRETE: 57 F
SLUMP: 6.0" Max TRUCKNO: 562 TICKETNO: 1202994
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Along B.5 ~ 5.3
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTlt
SET NO. (inches) TESTED (days) (lbs. force) (psi)
5 1 6.50 12/31/1998 3 71600 2530
5 2 6.50 01/04/1999 7 126740 4480
5 3 6.50 01/04/1999 7 123440 4370
Average 4430
5 4 6.50 01/25/1999 28 184470 6520
5 5 6.50 01/25/1999 28 180360 6380
Average 6450
5 6 6.50 02/22/1999 56
500
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 6 of 7
l~eport No.: 9834785
Ail samples from pump hopper.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
( l ) The Beck Group
Started: 6:00am
(l) The Beck Group
(I) Dalcan, Inc.
Finished: 2:30pm
H.~~g, Inc.
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 7 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
12/29/1998
Client No.: 08644025
Report No.: 9834950
Project No.: 43-2333-98
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
Report Date
01/28/1999
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: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/29/1998 BATCHTIME: 2:34pm
PLANT: 4 ! TIME SAMPLED: 3:25pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTtI: 5000 psi @ 28 Days TEMPERATURE (V)-AIR 63 F CONCRETE: 69 V
SLUMP: 6.0" Max TRUCK NO: 803 TICKET NO: 1204096
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0.: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
(15) Columns Level Ill-IV at A,B,C and Lines 2-5 = 15 (A-2 Column not !)
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
D-4
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 I 6.50 12/3 I/1998 2 48570 1720
35.5
FRACTURE
TYPE
1 2 6.50 01/02/1999 4 116930 4140
I 3 6.50 01/05/1999 7 140670 4970
I 4 6.50 01/05/1999 7 141350 5000
Average 4990
1 5 6.50 01/26/1999 28 194130 6870
1 6 6.50 01/26/1999 28 186010 6580
Average 6730
This report is exclusively Ibp 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 2
Report No.: 9834950
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 7 6.50 02/23/1999
AGE
(days)
56
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
Note: Entrapped air "not apparent".
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
( I ) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 12:30pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
ering, Inc.
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 2 of 2