Verizon-LR 990112CONCRETE COMPRF- SIVE STRENGTH TE,q.w
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/16/1998
Client No.: 08644025
Report No.: 9831049
Project No.: 43-2333-98
Report Date
01/12/1999
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: 5000 psi @ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Al7
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.50
1 2 5.50
1 3 5.50
1 4 5.50
i 5 5.50
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 11/16/1998 BATCIt TIME: l:52pm
TIME SAMPLED: 2:45pm BY: Mike Shields
WEATIIER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 669
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Columns- Level I: A/7, BF/, C/7,
& M/9
Sunny
62 F CONCRETE: 75 F
TICKET NO: 1181603
UNIT WEIGIIT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 9.5
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
11/23/1998 7 128550 4550
11/23/1998 7 128020 4530
Average 4540
12/14/1998 28 177300 6270
12/14/1998 28 175130 6190
Average 6230
01/11/1999 56 204140 7220
FRACTURE
TYPE
Technician: Mike Shields
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: l:00pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: ~
3:30pm o Inc.
gene 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.
Page 1 of 1
CONCRETE COMPREoSIVE STRENGTH TES'a'
ENGINEERING, INC.
.18901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/31/1998
08644025
Report No.: 9834157
Project No.: 43-2333-98
Report Date
01/12/1999
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: 6.0" Max
AIR: 3-6%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: ! 2/31/1998 BATCH TIME: 4:08pm
TIME SAMPLED: 4:45pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 834
AIR CONTENT (%): 6.0
PLACEMENT LOCATION:
Fair
37 F CONCRETE: 61 F
TICKET NO: 1205300
UNIT WEIGHT (pc0: N/A
South 1/2 bay 4 & 5 paving quadrant, slab-on-grade of main entrance (Left) drive near Bay
I & Bay 3
SAMPLE LOCATION: Bay 5 centerline between islands
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I 5.75 01/07/1999 7
I 2 5.75 01/07/1999 7
1 3 5.75 01/28/1999 28
I 4 5.75 01/28/1999 28
REPORT OF TESTS ACCUMULATIVE YARDS: 530
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
72340 2560
75080 2650
Average 2610
1 5 5.75 02/25/1999 56
This report is exclusively for tile 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 5
CONCRETE COMPRE SSIVE STRENGTH TEST
'$901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/31/1998
08644025
Report No.: 9834157
Project No.: 43-2333-98
Report Date
01/12/1999
Client: The Beck Group Project:
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/31/1998 BATCHTIME: 5:32am
PLANT: 41 TIME SAMPLED: 5:55am RV: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 36 V CONCRETE: 62 F
SLUMP: 6.0" Max TRUCK NO: 837 TICKET NO: 1205384
AIR: 3-6°~ AIR CONTENT (%): 4.6 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C- 172 See page 1
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 530
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (iuches) TESTED (days) (lbs. force) (psi)
2 1 6.25 01/07/1999 7 76620 2710
2 2 6.25 01/07/I 999 7 82720 2930
Average 2820
2 3 6.25 01/28/1999 28
2 4 6.25 01/28/1999 28
2 5 6.25 02/25/1999 56
Sample location: Bay 4, 20' south at centerline from bay 4 islands.
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 'COMPRE ;SIVE STRENGTH TES £
ENGINEERII~, INC.
.11901 Carpenter FrwL, Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/31/1998
08644025
Report No.: 9834157
Project No.: 43-2333-98
Report Date
01/12/1999
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 WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 36 F CONCRETE: 60 F
SLUMP: 6.0" Max TRUCK NO: 807 TICKET NO: 1205466
AIR: 3-6% AIR CONTENT (%): 4.9 UNIT WEIGHT (pc0.: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/31/I 998 BATCH TIME: 6:3 lam
TIME SAMPLED: 7:10am BY: MikeOdom
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 530
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 I 6.00 01/07/1999 7 68590 2430
3 2 6.00 01/07/1999 7 76610 2710
Average 2570
3 3 6.00 01/28/1999 28 ~
3 4 6.00 01/28/I 999 28
FRACTURE
TYPE
3 5 6.00 02/25/1999 56
Sample location: Bay 5, west centerline, 30' north of (N) fire lane centerline.
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 5
CONCRETE COMPREoSIVE STRENGTH TES
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/31/1998
08644025
The Beck Group
At-tn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9834157
Project No.: 43-2333-98
Report Date
01/12/1999
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/31/1998 BATCHTIME: 7:45am
PLANT: 4 [ TIME SAMPLED: 8:45am nv: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-mR 43 F CONCRETE: 58 F
SLUMP: 6.0" Max TRUCKNO: 461 TICKETNO: 1205588
AIR: 3-6% Am CONTENT (%): 4.8 UNIT WEIGHT (pc~: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C- 172 see page 1
ASTM C-39
SAMPLE LOCATION: Main entrance (left) driveway
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 1 6.50 01/07/1999 7 79020 2790
4 2 6.50 01/07/1999 7 74380 2630
Average 2710
4 3 6.50 01/28/1999 28
4 4 6.50 01/28/1999 28
53O
FRACTURE
TYPE
4 5 6.50 02/25/1999 56
Note: Slump was taken at hopper.
This report is exclusively lbr the use of thc client indicated above Hud shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
-8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/31/1998
08644025
Report No.: 9834157
Project No.: 43-2333-98
Report Date
01/12/1999
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: 3-6%
TEST METItOO: ASTM C- 143
ASTM C~ 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/31/1998 BATCH TIME: 9:49am
TIME SAMPLED: 10:35am BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (V)- AIR 45 V CONCRETE: 58 F
TRUCK NO: 462 TICKET NO: 1205854
AIR CONTENT (%): 4.5 UNIT WEIGHT {pcf).: N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
5 1 6.50 01/07/1999 7
5 2 6.50 01/07/1999 7
5 3 6.50 01/28/1999 28
5 4 6.50 01/28/1999 28
5 5 6.50 02/25/1999 56
ACCUMULATIVE YARDS: 560
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
81250 2870
87910 3110
Average 2990
FRACTURE
TYPE
Sample location: 40'(W)from (E) edge (N) driveway, centerline bay 6.
Technician: Mike Odom
Report Distribution:
( l ) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockett¢ Davis Drake, Inc.
(I) The Beck Group
Started: 3:00am
(1) The Beck Group
(I) Dalcan, Inc.
Finished: 1 l:00am
m~ Eng~
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.
OI LL Page 5 of 5