Verizon-LR 990113CONCRETE COMPRESSIVE STRENGTH TES' t
Date of Service:
Client No.:
11/17/1998
08644025
Report No.: 9831222
Project No.: 43-2333-98
;$901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
01/13/1999
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.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: D/6.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I 5.25 11/24/1998
1 2 5.25 11/24/1998
1 3 5.25 12/15/1998
1 4 5.25 12/15/1998
1 5 5.25 01/12/1999
PROJECT DATA
CONCRETE CLASS: 9508
PLACEMENT DATE: 11/17/1998 BATCH TIME: 2:19pm
TIME SAMPLED: 3:30pm BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Grade beam, building tt 1,
Columns: D Lines; 4.5 to 6.5
Cloudy
66 v CONCRETE: 71
TICKETNO: 1182565
UNITWEIGHT(pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 9
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~ree) (psi)
7 144180 5100
7 147290 5210
Average 5160
28 191950 6790
28 193460 6840
Average 6820
56 206120 7290
FRACTURE
TYPE
Technician time: See Report #9831209
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
Started:
(1} The Beck Group
(1) Dalcan, Inc.
Finished:
Eugene Harbour
Vice President
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page Iofl
CONCRETE COMPRE: SIVE STRENGTH TES'i
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/17/1998
08644025
Report No.: 9831209
Project No.: 43-2333-98
Report Date
01/13/1999
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 11/17/1998 BATCH TIME: l:58pm
PLANT: 41 TIME SAMPLED: 2:35pm BY: Mike Shields
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 66 F CONCRETE: 72 F
SLUMP: 5.0" Max TRUCKNO: 712 TICKETNO: 1182531
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcq: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Elevator pit walls BIdg 1 Lobby; Columns A/8, B/8, K/9, L/9, L/9.3, 1./9.7, L/10, G/12 &
ASTM C-172 F/12
ASTM C-39
SAMPLE LOCATION: South wall of elevator pit
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 I 5.00 11/24/1998 7 157080 5560
1 2 5.00 11/24/1998 7 149880 5300
Average 5430
I 3 5.00 12/15/1998 28 197280 6980
1 4 5.00 12/15/1998 28 199820 7070
Average 7030
I 5 5.00 01/12/1999 56 235840 8340
FRACTURE
TYPE
Locations furnished by contractor.
Technician: Mike Shields
Report Distribution:
(1} The Beck Group
(1) Gromatzky Dupree & Assoc.
(l) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 1:00pm
(l) The Beck Group
(I) Dalcan, Inc.
Finished: 4:00pm
~'ugl~KrHarbour
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 ! ofl
CONCRETE COMPRESSIVE
STRENGTH TES]t'
ENGINEERING, INC.
-8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 12/15/1998
Client No.: 08644025
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9833696
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
01/13/1999
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 DATE: 12/15/1998 BATCH TIME: 5'02am
PLANT: 41 TIME SAMPLED: 6:10am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (E) - AIR 36 F CONCRETE: 55 F
SLUMP: 6.0" Max TRUCKNO: 458 TICKET NO: 1197964
AIR: 3-5o//0 AIR CONTENT (%): 4.7 UNIT WEIGHT (pcfl: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving slab-on-grade (parking) #3
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)
! 1 6.75 12/22/1998 7 80910 2860
I 2 6.75 12/22/1998 7 82030 2900
Average 2880
1 3 6.75 01/12/1999 28 144470 5110
1 4 6.75 01/12/1999 28 138240 4890
Average 5000
1 5 6.75 02/09/1999 56
300
FRACTURE
TYPE
Sample location: 40' North from Building Line 8 & 80' west from centerline weset
fire lane.
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 3
CONCRETE COMPRLoSIVE STRENGTH TES'.
ENGINEERING, INC.
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833696
Project No.: 43-2333-98
Report Date
01/13/1999
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: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: 3-5%
TEST METtIOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/15/1998 aATCH TIME: 6:36am
TIME SAMPLED: 7.' 10am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 470
AIR CONTENT (%): 4.8
PLACEMENT LOCATION:
See page I
Fair
38 F CONCRETE: 57 F
TICKET NO: 1198062
UNIT WEIGHT (pet): N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 I 6.00 12/22/1998 7 98720 3490
2 2 6.00 12/22/1998 7 101010 3570
Average 3530
2 3 6.00 01/12/1999 28 135160 4780
2 4 6.00 01/12/1999 28 144450 5110
Average 4950
2 5 6.00 02/09/1999 56
Sample Location:Directly in Line W/Bldg Line E, 100' west from centerline west
fire lane.
300
FRACTURE
TYPE
This repo~ is exclusively for tim use of the client indicated above and shall ilot be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 2 of 3
CONCRETE COMPREoSIVE STRENGTH TESf
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833696
Project No.: 43-2333-98
Report Date
01/13/1999
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: 4 l
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: 3-5%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/I 5/1998 BATCH TIME: 7:45am
TIME SAMPLED: 8:25am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 802
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 I 6.50 12/22/1998 7 80000
3 2 6.50 12/22/1998 7 75840
Average
3 3 6.50 01/12/1999 28 116760
3 4 6.50 01/12/1999 28 121560
Average
Fair
40 F CONCRETE: 58 F
TICKET NO: 1198189
UNIT WEIGHT (pc0.: N/A
3 5 6.50 02/09/1999 56
ACCUMULATIVE YARDS: 330
COMPRESSIVE
STRENGTH
(psi)
2830
2680
2760
4130
4300
4220
FRACTURE
TYPE
Sample location: Along centerline north side fire lane, 60'
(W) fire lane. Ail slumps were taken at hopper.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupm¢ & Assoc.
(1) Brockette Davis Drake, Inc.
( 1 ) The Beck Group
Started: 5:00am Finished: 9:30am
(1) The Beck Group
(1) Dalcan, Inc.
west of centerline
~ Engine~, Inc.
Eugene Harbour
Vice President
This report is exclusively Ibr the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TLS/'
Date of Service: 12/15/1998
Client No.: 08644025
Report No.: 9833695
Project No.: 43-2333-98
-~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
01/13/1999
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: 4 1
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair to partly cloudy
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE (F)- AIR 37 F CONCRETE: 57
SLUMP: 6.0" Max TRUCKNO: 470 TICKETNO: 1197892
AIR: NA AIR CONTENT (%): 1.7 UNIT WEIGHT (per}: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
G.5~ 16
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 12/15/1998 BATCH TIME: 3:05am
TIME SAMPLED: 3:40am BY: Mike Odom
East wing building slab on grade (Level !) 15-18, E-H Lines
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 5.75 12/22/1998 7 92410 3270
1 2 5.75 12/22/1998 7 94380 3340
Average 3310
1 3 5.75 01/12/1999 28 141470 5000
1 4 5.75 0 I/12/1999 28 158870 5620
Average 5310
I 5 5.75 02/09/1999 56
170
FRACTURE
TYPE
01LL
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 I of 2
CONCRETE COMPRL ,SIVE STRENGTH TES
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/15/1998
08644025
Report No.: 9833695
Project No.: 43-2333-98
Report Date
01/13/1999
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/15/1998 BATCH TIME: 4:12am
PLANT: 41 TIME SAMPLe. D: 4:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTm 3000 psi ~ 28 Days TEMPERATURE (F) - AIR 38 F CONCRETE: 58 F
SLUMP: 6.0" Max TRUCKNO: 474 TICK~TNO: 1197924
AIR: NA AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5 ~ 17.5
REPORT OF TESTS ACCUMULATIVE YARDS:
CVLINDEa MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 I 6.25 12/22/1998 7 92160 3260
2 2 6.25 12/22/1998 7 92390 3270
Average 3270
2 3 6.25 01/12/1999 28 145010 5130
2 4 6.25 01 / 12/1999 28 154910 5480
Average 5310
2 5 6.25 02/09/1999 56
170
FRACTURE
TYPE
Samples were taken from hopper.
Technician: Mike Odom
Report Distribution:
( 1 ) The Beck Group
( l ) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
( 1 ) The Beck Group
Started: 2:00am
(I) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
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