Verizon-LR 990426CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite
Dallas, Texas 75247
Date of Service: 02/26/1999 Report No.: 9906172 Report Date
04/26/1999
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
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMF~Cr DATE: 02/26/1999 BATCll TIME: 2:59am
PLANT: 41 TriFlE SAMPLED: 3:25am SV: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDFHONS: Partly cloudy
STRENGTII: 5000 psi @ 28 Days TEMPERATURE (v). AIR 66 V CONCRETE: 74 F
SLt~IP: 6.0" Max TRUCK NO: 458 TICKET NO: 1251129
AIR: N/A AIR CONTENT (%}: N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building slab. Level II! Area C, E-H. 13-18
ASTM C- 172 Note: Ten (10) gallons of water added.
ASTM C-39
SAMPLE LOCATION: E.5 @ 13.5
REPORT OF TESTS ACCUblULATIVE YARDS: 550
CYLINDER blEASURED MAXIblUM COMPRESSIVE
MARKED SLUblP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inch.) TESTED (days) (lbs. force) (psi) TYPE
I I 6.00 03/01/1999 3 109950 3890
I 2 6.00 03/05/1999 7 144360 5110
I 3 6.00 03/05/1999 7 141350 5000
Average 5060
I 4 6.00 03/26/1999 28 184710 6530
I 5 6.00 03/26/1999 28 178940 6330
Average 6430
I 6 6.00 04/23/1999 56 193270 6840
This report is cxclusivel? for thc usc of the client indicalcd alx~vc and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
OILI. I'age ! of $
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fr~ Suite #100
Dallas, Texas 75247
Date of Service: 02/2~/1999 Report No.: 990~172 Report Date
04/2611999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Bcrger 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
co~rrRnC'TOR: BECK COnC~rE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02~26/1999 BATCH TIME: 4: 10am
Pt,ANT: 41 TIME SAMPLED: 4:35am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER conorrions: Parity cloudy
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (I:)-AIR 66 F CONCRETE: 74 F
SLUMP: 6.0" Max TRUCK NO: 805 TICKET NO: 1251173
AIR: N]A AIR CONTENT (%): N/A UNIT WEIGHT (pcD: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172 Note: Ten ( I 0) gallons of water added.
ASTM C-39
SAMPLE LOCATION: Along E @ 15
REPORT OF TESTS ACCUI KILATIVE YARDS: 550
CYLINDER MEASURED blAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 03/01/1999 3 110540 3910
2 2 5.75 03/05/1999 7 153390 5420
2 3 5.75 03/05/1999 7 153880 5440
Average 5430
2 4 5.75 03/26/1999 28 ! 85900 6570
2 5 5.75 03/26/1999 28 187050 6620
Average 6600
2 6 5.75 04/23/1999 56 198020 7000
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 H BC Engineering. Inc.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 02/26/1999 Report No.: 9906172 Report Date
04/26/1999
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 Coppeli, 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 OAT~: 02/26/1999 BATCtI TIME: 5:35am
PLANT: 41 TIME SAMPLED: 6:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER co~romoNs: Cloudy
STRENGTII: 5000 psi @ 28 Days TVMPE~rORE (I~-AIR 66 F CONCRETV-: 73 F
SLUMP: 6.0" Max TRUCK NO: 455 TICKET NO: 1251253
AIR: N/A AIR CONTENT (~): N/A UNIT WEIGiiT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page I
ASTM C- 172 Note: Fifteen (15) gallons of water added.
ASTM C-39
SAMPLE LOCATION: F @ 15.5
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED I~LS, XI~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTI! FRACTURE
SET NO. (inche~) TESTED (days) (lb~. force) (psi) TYPE
3 I 5.50 03/01 / 1999 3 113450 4010
3 2 5.50 03/05/1999 7 154950 5480
3 3 5.50 03/05/1999 7 163920 5800
Average 5640
3 4 5.50 03/26/1999 28 180450 6380
3 5 5.50 03/26/1999 28 172720 6110
Average 6250
3 6 5.50 04/23/1999 56 188940 6680
This report is exclusively for thc usc of thc clicn! indicated above and shall no! be reproduced except in full without thc written approval of HBC Engineering. htc.
011.I. Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 02/26/1999 Report No.: 9906172 Report Date
04/26/1999
Client No.: 08644025 Project No,: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800 Coppell Road & Corporate Drive
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
CoNTRAcrroR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACF~lENT DATE: 02/26/1999 BATCH TIME: 7:02am
PLANT: 41 TIME SAMPLED: 7:25am BY: Mike Odom
SPECIFICATION RKQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 66 F CONCRETE: 74 F
SLUMP: 6.0" Max TRUCK NO: 455 TICKET NO: 1251424
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcb: N/A
TF_3T MgTHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172 Note: Five (5) gallons of water added.
ASTM C-39
SAMPLE LOCATION: G @ 17
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED blAXD, IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 6.00 03/01/1999 3 106670 3770
4 2 6.00 03/05/1999 7 149520 5290
4 3 6.00 03/05/1999 7 1413 ! 0 5000
Average 5150
4 4 6.00 03/26/1999 28 198810 7030
4 5 6.00 03/26/! 999 28 204670 7240
Average 7140
4 6 6.00 04/23/1999 56 211670 7490
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 H BC Engineering, Inc.
OII.L Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fray., Suite #I00
I)all~, Texas 75247
Date of Service: 02/26/1999 Report No.: 9906172 Report Date
04/26/1999
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
CO.reaCTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMEWr DATE: 02/26/1999 BATCH T~ME: 8:30am
PLANT: 41 TIME SAMPLED: 9:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATI-~R CONDITIONS: Cloudy
STR~GTH: 5000 psi @ 28 Days TEMPERATURE (F). AIR 69 v CONCRETE: 73 F
SLtnVIP: 6.0" Max TRUCK NO: 472 TICKET NO: 1251631
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST MmnlOD: ASTM C- 143 PLACEMENT LOCATION:
ASTM C- 172 see page I ·
ASTM C-39
SAMPLE LOCATION: G.5 @ 17.5
REPORT OF TESTS ACCUMULATIVE YARDS: 560
CYLINDER MEASURED blAXIMUM COMPRESSIVE
blARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 5.00 03/01/1999 3 104460 3690
5 2 5.00 03/05/1999 7 145960 5160
5 3 5.00 03/05/1999 7 140850 4980
Average 5070
5 4 5.00 03/26/1999 28 176240 6230
6 5 5.00 03/26/1999 28 185160 6550
Average 6390
6 6 5.00 04/23/1999 56 193220 6830
Technician: Mike Odom Started: 2:00am Finished: 10:00am ~ _ ~,"L.
Engin~~, g, Inc.
Report Distribution:
( I ) Th~ Beck Group ( I ) Thc Beck Group
( I ) Gromatzky Dupree & Assoc. ( I ) Dalcan. Inc. Eugen
( I ) Brockette Davis Drake. Inc. ( l ) HBC Engineerin~Eugcne Harbour Vice President
( I ) The Beck Group
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 5 of 5