Verizon-LR 990513CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03116/1999 Report No.: 9907797
05/13/1999
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 Coppell, Texas
Dallas TX 75201-4619
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
CONCRI'-'TE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCil TIME: 2:5 lam
PLAN"I': 41 TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Fair
STRENGTI[: 5000 psi @ 28 Days TEMPEILn. TURE (F)-AIR 48 F CONCRETE: 60 F
SLtTMP: 6.0" Max TRUCK NO: 46! TICKET NO: 1262303
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf):o N/A
TEST METi IOD: ASTM C- 143 PLACEMENT LOCATION:
Building slab. Area C I_cvel V
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E. 5 @ 13.5
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTEi) (days) (lbs. force) (psi) TYPE
I I 6.00 03/18/1999 2 66810 2360
I 2 6.00 03/23/1999 7 131450 4650
I 3 6.00 03/23/1999 7 121840 4310
Average 4480
I 4 6.00 04/I 3/1999 28 199280 7050
I 5 6.00 04/! 3/1999 28 198450 7020
Average 7040
I 6 6.00 05/1 ! / ! 999 56 211010 7460
This rcporl is exclusively for thc use of thc clicnl indicated .dn~vc and .,hall nol lac reproduced except in full without thc written approval of HBC Engineering. [nc.
')11.1. Page I of 7
Repart No.: 9907797
Five (5) Gallons of water added.
This report is exclusively for Iht usc ol'lhe client indicated above and shall not I')c reproduced except m I'ull wilhoul the wrillc~l al)pn)v;~l o1' HP, C Engineering. hie.
11113. i~iig,.' ! of 7
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dnltns~ Texns 7S247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
05/13/1999
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 752014619 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 DnTE: 03/16/1999 BATCI! TIM£: 4: 14am
lq. ANT: 41 TIME SAMPLED: 4:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Fair
STRENGTII: 5000 psi @ 28 Days TEMPERATURE {V}. AIR 47 F CONCRETE: 61 V
SLUMP: 6.0" Max TRUCK NO: 641 TICK~-r NO: 1262368
AIR: N/A .. AIR CONTENT (%): 1.4 UNIT WEIGilT (pef):. N/A
TEST METIIOI): ASTM C- 143 i'LACEMENT LO('.ATION:
Sec page I
ASTM C- 172
ASTM C-39
SAMI'LE LOCATION: F @ 15
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASUREI} MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTll FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 03/18/1999 2 72970 2580
2 2 5.75 03/23/1999 7 133620 4730
2 3 5.75 03/23/1999 7 127210 4500
Average 4620
2 4 5.75 04/13/1999 28 204790 7240
2 5 5.75 04/13/1999 28 208650 7380
Average 7310
2 6 5.75 05/11/1999 56 221130 7820
This rcl~*rt is exclusively for thc usc of thc client indicated alx~vc and shall not be reprmluced except in full without thc written approval of HBC Engineering. Inc.
Ill I.i. Page 3 of 7
R~port No.: 9907797 ~,,~.~
Ten (10) gallons of water added.
Thi:, rcpt~rt is cxclu,6vcly I'~r thc u,:c of thc client indicated above and shall not bc reproduced except in full w~thout thc wrillcn appro,, ;d of' H[],C Engineering. lac.
i)l I.I. IJag¢ 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
05/13/1999
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 Coppell, Texas
Dallas TX 75201-4619
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRAc'roR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT OA~: 03/16/1999 BATCIITnSlE: 5:44am
PLANT: 41 TIME SAMPLED: 6:25am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATilER CONDITIONS: Fair
STRENGTII: 5000 psi @ 28 Days TEMPERATURE (F)- AIR 46 F CONCRETE: 62 F
SLUMP: 6.0" Max TRUCK NO: 641 TICKET NO: 1262475
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf)~ N/A
'rEST METIlOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: G @ 16
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER blEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.00 03/18/1999 2 87520 3090
3 2 6.00 03/23/! 999 7 144670 5120
3 3 6.00 03/23/1999 7 147280 5210
Average 5170
3 4 6.00 04/13/1999 28 206590 73 l0
3 5 6.00 04/13/1999 28 204390 7230
Average 7270
3 6 6.00 05/i 1/1999 56 219710 7770
This rcporl is exclusively for thc usc ol' fl~¢ client indicated above and shall not loc reproduced except in I'ull w,thout thc wriucn approval of HBC Engineering. Inc.
lit I.I. I'agc 5 of 7
C'ONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter gr~y., Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
05/13/1999
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 CONCm~ Ct~,SS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCH TIME: 7:17am
PLANT: 41 TIME SAMPLED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CoNorrlONS: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F). AIR 51 F CONCRETE: 63 F
SLUMP: 6.0" Max TRUCK NO: 643 TICKET NO: 1262664
AIR: N/A AIR co~rr~NT (%): N/A UNIT WEIGHT (per):. N/A
TEST METIIOi): ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMI'LE LOCATION: G.5 @ 17
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
l~b*, RKED SLUMP DATE AGE LOAD STRENGT! [ FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.75 03/18/1999 2 76480 2700
4 2 5.75 03/23/1999 7 ! 22060 4320
4 3 5.75 03/23/1999 7 113080 4000
Average 4160
4 4 5.75 04/13/1999 28 185900 6570
4 5 5.75 04/13/1999 28 1713 l0 6060
Average 6320
4 6 5.75 05/11/1999 56 182450 6450
This report is exclusively for the use of thc clicm indicated above and shall not be reproduced except in full ~ ithout tile wriltcn approval of HBC Engineering, Inc.
iii I.I. Page 6 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERItqO, INC.
8901 Carpenm' Fr~. Suit~ #100
Dallas, T~as 7S247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
05/13/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gill~tt Bcrgcr Coppcll 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~rrgnCXOR: BECK CONCm~TE Ct~SS: 8208
coNc~-r£ SUPPLIER: TXI Pt. ACr. MEn'r DATE: 03/16/1999 BATCll TIMV-: 8:22am
PLANT: 4 ! TIblE SAMPLED: 9:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTII: 5000 psi @ 28 Days TEMPERATUKE (F)- Am 54 F CONCRETE: 64 F
SLUIVlP: 6.0" Max TRUCK NO: 461 TICKET NO: 1262791
AIR: N/A AIg cot~rr~rr (%): N/A uNrr wEtowr (0¢0: N/A
TEST METilOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: F @ 17.5
REPORT OF TESTS ACC t ATtVE Ynans: 500
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED St. UMP DATE AGE LOAD STRENGTI! FRACTURE
SET NO. (inchc~) TESTED (days) (lbs. force) (psi) TYPE
5 I 6.00 03/18/1999 2 68340 2420
5 2 6.00 03/23/1999 7 138950 4910
5 3 6.00 03/23/1999 7 142480 5040
Average 4980
5 4 6.00 04/13/1999 28 193610 6850
5 5 6.00 0411311999 28 190530 6740
Average 6800
5 6 6.00 05/11/1999 56 202220 7150
Technician: Mike Odom Started: 2:00am Finished: 10:30am ~ Engin~i~,,~sr~n.~
Report Distribution:
( I ) Th~ Beck Group ( I ) Thc Beck Group
( I ) Gromatzky Duprec & Assoc. ( I ) Dalcan, lac. Eugen. f~ffirbour
~ I) Brockette Davis Drake. Inc. (I) HBC Engineering/Eugene Harbour Vice President
( I ) The Beck Group
This report is exclusively for the use of thc client indicated above and shall not De reproduced except in full without the written approval of HBC Engineering, Inc.
o I I.I, Page 7 of 7