Verizon-LR 981229 CONCRETE COMPRESSIVE STRENGTH TES i'
ENGINEP_Rnx~, [NC.
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
12/29/1998
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: 10/30/1998 BATCH TnViE: 6:13am
PLANT: 41 TIME SAMPLED: 6:55am BY: Dean Martin
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Mostly cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (~- Am 71 F CONCRETE: 79 F
SLtnV~P: 5.0" Max TRUCK NO: 805 TICKET NO: 1171855
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc~: N/A
TEST MEX~OO: ASTM C- 143 PLACEMENT LOCATION:
Firelane running on W side of building #1 from N of building at Y-Split to SE comer of
ASTM C- 172 Bldg 2
ASTM C-39
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 1 7.50 11/06/1998 7 94160 3330
1 2 7.50 11/06/1998 7 92040 3250
Average 3290
1 3 7.50 11/27/1998 28 125560 4440
I 4 7.50 11/27/1998 28 123810 4380
Average 4410
I 5 7.50 12/25/1998 56 137890 4880
Sample location: From NE corner of Bldg 1, west wing drawing Al.01, sampled
105' north and 30' east (by center island).
0ILL
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 4
CONCRETE COMPRESSIVE' STRENGTH TEST
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/30/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
9829558 Report Date
12/29/1998
43-2333-98
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: 10/30/1998 BATCHTIME: 8:09am
PLANT: 41 TIME SAMPLED: 8:37am BY: Dean Martin
SPECIFICATION REQUIREMENTS WEATHER COm)rrIoNs: Cloudy & windy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F)- AIR 74 F CONCRETE: 83 F
SLUMP: 5.0" Max TRUCK NO: 457 TICKET NO: 1172062
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf):. N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
REPORT OF TESTS ACCUMULATIVE YARDS: 140
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 139070 4920
FRACTURE
TYPE
Sample location: From NE corner of Bldg 1 west wing drawing Al.01, sampled 60'
west and 10' north (by third island from north).Ten gallons of water added.
0ILL
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 2 of 4
'CONCRETE COMPRESSIVE STRENGTH TESi'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/30/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9829558 Report Date
12/29/1998
43-2333-98
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: Cloudy & windy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (r) - AIR 74 F CONCRETE: 84
SLUMe: 5.0" Max TRUCK NO: 714 TICKET NO: 1172238
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pct):. N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/30/1998 ~ATCFt xnvm: 9:40am
TIME SAMPLED: 10:09am ~¥: Dean Martin
CYLINDER
MARKED
SET NO.
REPORT OF TESTS ACCUMULATIVE YARDS: 200
MEASURED MAXI3IUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
3 1 5.00 11/06/1998 7 101360 3580
3 2 5.00 11/06/1998 7 94420 3340
Average 3460
3 3 5.00 11/27/1998 28 129660 4590
3 4 5.00 11/27/1998 28 127790 4520
Average 4560
3 5 5.00 12/25/1998 56 142050 5020
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
added.
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.
0ILL Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TESi'
Date of Service: 10/30/1998
Client No.: 08644025
Report No.: 9829558
Project No.: 43-2333-98
ENG[NF__ERIb~, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/29/1998
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
SLtnm,: 5.0" Max
AIR: N/A
TEST M~THOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8273
PLACEMENT DATE: 10/30/1998 BATCH TIME: 1 l:36am
TIME SAMPLED: 12:00pm BY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 714
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
(See attached sketch)
Cloudy & windy
78 F CONCRETE: 85 F
TICKET NO: 1172498
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 15' S from 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
REPORT OF TESTS
DATE
TESTED
11/06/1998
11/06/1998
11/27/1998
11/27/1998
12/25/1998
AGE LOAD
(days) (lbs. force)
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
7 102270 3620
7 101490 3590
Average 3610
28 130100 4600
28 129860 4590
Average 4600
56 139140 4920
300
FRACTURE
TYPE
Ten gallons of water added.
Technician: Dean Martin
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
( I ) The Beck Group
Started: 5:00am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 3:00pm
~ Engin~
Eugen~a~-bour
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.
0ILL Page 4 of 4
! ;;
I:
I:
CoPP~ ROAD
CONCRETE COMPRESSIVE' STRENGTH TES' t
Date of Service: 12/17/1998
Client No.: 08644025
Report No.: 9833993
Project No.: 43-2333-98
ENGINF~RII~, INC.
89Ol Carpenter Frwy., SuRe #100
Dallas, Texas 75247
Report Date
12/29/1998
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
SLtrM~: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See placement location
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/11/1998 BATCH TIME: 2:1 lpm
TIME SAMPLED: 2:50pm BY: Mike Odom
WEATHER CONDITIONS: Fair
TEMPERATURE (F). AIR 68 F CONCRETE: 68
TRUCK NO: 807 TICKET NO: 1200949
AIR CONTENT (%): N/A UNIX WEIGHT (per): N/A
PLACEMENT LOCATION:
Building columns Level 2 & 3 @ 9.3, P & L, 9-7, P & L
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.00
1 2 6.00
6.00
6.00
REPORT OF TESTS
DATE AGE
TESTED (days)
12/18/1998 7
12/18/1998 7
01/08/1999 28
01/08/1999 28
IVlAXIMUNI
LOAD
(lbs.~rc~
139420
138950
Average
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
4930
4910
4920
FRACTURE
TYPE
1 5 6.00
02/05/1999 56
Note: These four
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(4) columns previously inspected (rebar).
Started: 2:30pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 4:30pm
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 1
CONCRETE COMPRESSIVE 'STRENGTH TES I
ENGINEERING, INC.
8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/29/1998 Report No.: 9829441 Report Date
12/29/1998
Client No.: 08644025 Project No.: 43-2333-98
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
STRENGTI{: 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 L-9
PROJECT DATA
CONCRETE CLASS: 9506
PLACEMENT DATE: 10/29/1998 BATCH TEUE: 9: 10am
TIME SAMPLED: 10:10am BY: Brian Otis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 472
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
Clear & mild
76 F CONCRETE: 78
TICKET NO: 117098
UNIT WEIGHT (pcf): N/A
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 i 6.50 11/05/1998
1 2 6.50 11/05/1998
1 3 6.50 11/26/1998
1 4 6.50 11/26/1998
1 5 6.50 12/24/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 20
MAXEVlldM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 92560 3270
7 89060 3150
Average 3210
28 99780 3530
28 101010 3570
Average 3550
56 116470 4120
FRACTURE
TYPE
Technician time: See Report #9829440
Technician: Brian Otis
Report Distribution:
(1) The Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started:
(1) The Beck Group
(I) Dalcan, Inc.
Finished:
I"~ ~, Inc.
~-u 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.
01LL Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/18/1998
08644025
Report No.: 9834073
Project No.: 43-2333-98
Report Date
12/29/1998
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.
PROJECT DATA
COmm.~CTOR: BECK CONCm~TE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/18/1998 BATCH TIME: 3:07am
PLANT: 41 TIME SAMPLED: 3:5am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 47 F CONCRETE: 67 F
SLUM~: 6.0" Max TRUCK NO: 834 TICKET NO: 1201177
AIR: 3-5% AIR CONTENT (%): 4.6 UNIT WEIGHT (pcf):. N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
North paving quadrant slab-on-grade bay 2 & 3, 4 & 5
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
i 1 6.25 12/25/1998 7 78880
1 2 6.25 12/25/1998 7 79240
Average
1 3 6.25 01/15/1999 28
1 4 6.25 01/15/1999 28
1 5 6.25 02/12/1999 56
Sample location: bay 3, 50' south from centerline north driveway.
ACCUMULATIVE YARDS: 600
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2790
2800
2800
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 7
CONCRETE COMPRESSIVE' STRENGTH TESqt'
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/18/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9834073
Project No.: 43-2333-98
Project:
Report Date
12/29/1998
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: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 47 F CONCRETE: 66 X~
SLUMP: 6.0" Max TRUCKNO: 463 TICI~TNO: 1201214
AIR: 3-5% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcO~ N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/18/1998 BATCH TIME: 4:25am
TIME SAMPLED: 4:45am BY: Mike Odom
REPORT OF TESTS ACCUM~ATrVE Yams: 600
CYLINDER MEASURED MAXI3~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 5.75 12/25/1998 7 102400 3620
2 2 5.75 12/25/1998 7 99880 3530
Average 3580
2 3 5.75 01/15/1999 28
2 4 5.75 01/15/1999 28
FRACTURE
TYPE
2 5 5.75 02/12/1999 56
Sample location: Bay 2, 35' south from centerline north driveway and 40' west
form centerline bay 2.
0ILL
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 2 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERIN3,1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
12/18/1998
08644025
Report No.: 9834073
Project No.: 43-2333-98
Report Date
12/29/1998
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: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DAT~: 12/18/1998 BATCH TrME: 5:38am
PLANT: 41 TIME SAMPLED: 6:35am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 47 F CONCRETE: 63 V
SLUMP: 6.0" Max TRUCK NO: 461 TICKET NO: ! 201267
AIR: 3-5% AIR CONTENT (%): 4.8 UNIT WEIGHT (pc0:. N/A
T~ST M~THOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 600
CYLINDER MEASURED MAXI311JM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. farce) (psi)
3 i 6.50 12/25/1998 7 103080 3650
3 2 6.50 12/25/1998 7 101840 3600
Average 3630
3 3 6.50 01/15/1999 28
3 4 6.50 01/15/1999 28
FRACTURE
TYPE
3 5 6.50 02/12/1999 56
Sample location: Bay 3- 15' West from east edge and 120' north from centerline
north fire lane.
This report is exclusively for thc use of thc 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 TESi'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/18/1998
Client No.: 08644025
Report No.: 9834073
Project No.: 43-2333-98
Report Date
12/29/1998
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
S~U~NGTH: 4000 psi @ 28 Days
SLtnv~P: 6.0" Max
AIR: 3-5%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/1811998 BATCH TnVIE: 7: 10am
TIME SAMPLED: 7:40am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 462
AIR CONTENT (%): 4.9
PLACEMENT LOCATION:
See page I
Cloudy
48 ~' CONCRETE: 62 F
TICKET NO: 1201364
UNIT WEIGHT (pcf)! N/A
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
4 1 6.00 12/25/1998 7
4 2 6.00 12/25/1998 7
4 3 6.00 01/15/1999 28
4 4 6.00 01/15/1999 28
ACCUMULATIVE YARDS: 750
MAXIMUM COMPRESSIVE
LOAD STRENGTII
(lbs. force) (psi)
103890 3670
99340 3510
Average 3590
FRACTURE
TYPE
4 5 6.00 02112/1999 56
Sample location: Bay 3- 25' west from east edge and 100; north from centerline
north 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 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
'8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
12/18/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9834073
Project No.: 43-2333-98
Report Date
12/29/1998
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/18/1998 BATCH TIME: 8:24am
PLANT: 41 TIME SAMPLED: 8:50am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 50 F CONCRETE: 62 F
SLtnvn,: 6.0" Max TRUCK NO: 466 TICKET NO.- 1201524
AIR: 3-5% AIR CONTENT (%): 4.4 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
5 1 5.50 12/25/1998 7
5 2 5.50 12/25/1998 7
5 3 5.50 01/15/1999 28
5 4 5.50 01/15/1999 28
ACCUMULATIVE YARDS: 750
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
118790 4200
115140 4070
Average 4140
FRACTURE
TYPE
5 5 5.50 02/12/1999 56
Sample location: Bay 3, 30' west from east edge and 55'north from centerline
north fire lane.
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.
0ILL Page 5 of 7
CONCRETE COMPRESSIVE sTRENGTH TESi?
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/18/1998 Report No.: 9834073 Report Date
12/2911998
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
cor, rrRAcToa: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/18/1998 BATCI~ ThYmE: 10:08am
PLANT: 41 TIME SAMPLED: 10:45am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)-AIR 50 F CONCRETE: 68 F
SLtnV~P: 6.0" Max TRUCK NO: 653 TICKET NO: 1201737
AIR: 3-5% AIR CONTENT (%): 4.7 UNIT WEIGHT (pcf):. N/A
TEST M~THOO: ASTM C- 143 PLACEMENT LOCATION:
See page -
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 750
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 5.75 12/25/1998 7 93940 3320
6 2 5.75 12/25/1998 7 102640 3630
Average 3480
6 3 5.75 01/15/1999 28
6 4 5.75 01/15/1999 28
6 5 5.75 02/12/1999 56
Sample location: Bay 4, 40' from north edge at centerline bay 4.
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
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/18/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERIbI3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9834073 Report Date
12/29/1998
43-2333-98
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 METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 12/18/1998 BATCH TIME: 11:30am
TIME SAMPLED: 12:00pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 835
AIR CONTENT (%): 4.9
PLACEMENT LOCATION:
See page I
Drizzle, cloudy
51 F CONCRETE: 63 F
TICKET NO: 1201877
UNIT WEIGHT (pc0:. N/A
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
7 1 6.25 12/25/1998
7 2 6.25 12/25/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
7 96340 3410
7 98120 3470
Average 3440
7 3 6.25 01/15/1999 28
7 4 6.25 01/15/1999 28
830
FRACTURE
TYPE
7 5 6.25 02/12/1999 56
Sample location: Bay 5, 10' from east edge and 50' from north edge.
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
Started: 2:00am
(1) The Beck Group
(I) Dalcan, Inc.
Finished: 12:30pm
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.
O1LL Page 7 of 7