Verizon-LR 990323CONCRETE COMPRESSIVE STRF NGTH TESq_'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/22/1999 Report No.: 9902865 Report Date
03/23/1999
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
cotvrRAcro~: BECK CONCRETE Ct,ASS: 8208
CONCRETE SUPPLIER: TXI PLACEMF. t~r OATE: 01/22/1999 ~ATC~ Tram: 3:17am
VLAlVr: 41 TIME SAMPLED: 3:41am l~Y: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHERCOr,~OmONS: Early morning, clear
STRE~aTII: 5000 psi @ 28 Days Tg_Zn'ERA~0RE(g).AIR 64 V CONCRE'r~.: 70 F
SLUM~: 6.0" Max TRUCKNO: 471 TICKET NO: 1222033
AIR: 3-6% AIR CO~T. NT (%): N/A vNrr w~,a~rr (po'):. N/A
TK~T M~THOO: ASTM C- 143 PLACEMF2~T LOCATION:
Elevated slab 5th floor, from A to D/I to 6 Line
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Al 1.5
REPORT OF TESTS ACCtnVrOLA XVE YARDS: 40
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lb~ force) (psi) TYPE
I I 5.75 01/23/1999 I 75680 2680
I 2 5.75 01/25/1999 3 100260 3550
I 3 5.75 01/29/1999 7 153420 5430
1 4 5.75 0 t/2911999 7 152840 5410
Average 5420
I 5 5.75 02/19/1999 28 216240 7650
I 6 5.75 02/19/1999 28 225310 7970
Average 7810
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.
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R~po.rt No.: 9902865
CYLINDER MEASURED MAXIMUM 'COMP~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (11~ force) (psi) . TYPE
1 7 5.75 03/19/1999 56 235810 8340
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.
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CONCRETE COMPRESSIVE STRENGTH TEST
I~ T~ms 75247
Date of Service: 01/22/1999 Report No.: 9902865 Report Date
03/23/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Atto: 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~~a: BECK CONCggTg CL~,SS: 8208
CONCRETE SUPPLIER: TXI PL~CmVflmTDATE: 01/22/1999 ~ZTC~ ~g: 4:32am
P~: 41 T~SAMPLED: 5:~ aY: Da~n Phillips
SPEC~I~ON ~UI~~ W~RCO~mO~S: ~ly morning, cle~
ST~G~: 5~ psi ~ 28 Days ~g~(~.Am 63 ~ CONCh: 72 V
SL~: 6.0" Max T~UCK ~O: 711 TICK~ ~O: 12221~
AIR: 3-6% ~m co~ (~): N/A u~ ~a~ (~0~ N/A
~ ~OD: AS~ C-143 P~CE~ ~CAT~O~:
S~ ~ge i
AS~ C-172
AS~ C-39
SABLE ~CATION: B/3
REPORT OF TESTS ACC n,E YARDS: 140
CYLINDER MEASURED MAXIbIUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (11~ force) (psi) TYPE
2 I 6.00 01/23/1999 I 100100 3540
2 2 6.00 01/25/1999 3 112360 3970
2 3 6.00 01/29/1999 7 155370 5490
2 4 6.00 01/29/1999 7 151670 5360
Average 5430
2 5 6.00 02/19/1999 28 219510 7760
2 6 6.00 02/19/1999 28 221350 7830
Average 7800
This report is exclusively for the use of the client indicated above and shall not b~ reproduced except in full wRhout the written approval of HBC Engineering, Inc.
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Report No.: 9902865
CYLINDER MEA~ MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (ine, hes) TESTED (days) (lb~ force) (psi) TYPE
2 ? 6.00 03/19/1999 56 240350 $500
This repo~ is exclusively for ~he use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/22/1999 Report No.: 9902865 Report Date
03/2311999
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 thc placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
cortrm~c'rom BECK co8c~ CLASS: 8208
CONCRETE SUPPLIER: TXI t*L~C~qT DATE: 01/22/1999 BATCH TnVIE: 5:42am
~,LAprr: 41 Tn~IE SAMPLED: 6:32am aY: D~in Phillips
SPEC~ICA~ON ~U~~ W~R COmmONS: Clear, c~l
s~a~: 5~ psi ~ 28 Days ~~ ~ - Am 59
SL~: 6.0" M~ xauc~8o: 836 ~c~ 8o: 1222181
Am: 3~% Am co~ (%): N/A ON~ ~IO~ (~ N/A
~ ~oo: ASTM C-143 P~c~ ~c~oN:
See ~ge 1
AS~ C-172
AS~ C-39
SA~ ~CA~ON: B/5
~PORT OF TESTS ~cc~~ Y~S: 240.
c~ ~sv~ m~ co~~
~ SL~P DA~ AGE LOAD S~G~ F~
S~ NO. (~ch~) ~D (~ys) (l~ force) (~)
3 I 7.~ 01~3/1999 1 98940 35~
3 2 7.~ 01/25/1999 3 1~290 3550
3 3 7.~ 01/29/1~9 7 128290 4540
3 4 7.~ 01~9/1999 7 124110 4390
Avenge ~70
3 5 7.~ 0~19119~ 28 185730 6570
3 6 7.~ 0~19/1999 28 183180 ~80
Avenge 6530
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
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Report No.: 9902865
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) . TYPE
3 7 ?.00 03/19/1999 56 199270 7050
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering. Inc.
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CONCRETE COMPRESSIVE STRENGTH TES]'
8901 Carpent~ Fr~., Suite #100
Dallas, Texas 7S247
Date of Service: 01/22/1999 Report No.: 9902865 Report Date
03/23/1999
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
COt~ACXOR: BECK CONCI~T~ C~,SS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/22/1999 BATCHTIM~: 6:30am
PLANT: 41 Tn~ SAMPLED: 7:15am BY: Darrin Phillips
SPECIFICATION REQUIRF. aMENTS WEATHER CONDITIONS: Clear, cool
s~o~m: 5000 psi @ 28 Days x~m, gaaTiJm~ (F) - AIR 59 F CONCI~-'T~: 67 F
SLUM~: 6.0" Max xauCK No: 716 TIc~'r NO: 1222281
Am: 3-6% Am colvrgttr (~): N/A UNIT wEIo}rr (~t~: N/A
'mST M~-'mOD: ASTM C- 143 rt,ac~m~rr LOCATIOt~:
ASTM C-172 See pag~ 1
ASTM C-39
SAMPLE LOCATION: C/2
REPORT OF TESTS ACCt Otaxr Yam)s: 340
M EASU D co eREss v
MARKED SLUMP DA'm AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 6.25 01/2311999 1 69460 2460
4 2 6.25 01/25/1999 3 78350 2770
4 3 6.25 01/29/1999 7 117890 4170
4 4 6.25 01/29/1999 7 120840 4270
Average 4220
4 5 6.25 02/19/1999 28 218370 7720
4 6 6.25 02/19/1999 28 234070 8280
Average 8000
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.
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R~port No.: 9902865 H~C
MAI/KF_,D SLUMP DATE AGE LOAD $'I'REHGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 7 6.25 03/19/1999 56 250170 8850
This repo~ 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.
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CONCRETE COMPRESSIVE STRENGTH TES _
8901 Carpenter Frwy., Suite #100
D~ll~m~ T~xas 75247
Date of Service: 01/22/1999 Report No.: 9902865 Report Date
03/23/1999
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,rfP. ACTOR: BECK CONCRETE CLASS: 8208
CONCR~FE SUPPLII~.R: TXI PL~CZMZlVr DATE: 01/22/1999 BATCH TUV~: 7:36am
PL~lvr: 41 TIME SAMPLED: 8:40am BY: Dan'in Phillips
SI~CIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, cool
STR~GT~: 5000 psi @ 28 Days TlgMl'mqXTUlUg 0r)- Am 56 F coi~cl~vrmg: 63 l~
SLUM~': 6.0" Max TaUCK NO: 837 TICIC~'r NO: 1222438
Am: 3-6% Am com~.~r (,~): N/A uNrr wz~(;~rr (~f)... N/A
TF.S'r MmU-IOD: ASTM C- 143 I'LACF. M]mT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A/6
REPORT OF TESTS ACCUMULATnrz VA~S: 44O
CVL~Z~ M~SUl, ZO M~XIMUM COMI'I~SS~VE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inche~) TF, ST~D (d~ym) (ll~. force) (psi) TYPE
5 1 5.50 01/23/1999 1 95440 3370
5 2 5.50 01/2511999 3 107130 3790
5 3 5.50 01/29/1999 7 126410 4470
5 4 5.50 01/29/1999 7 128730 4550
Average 4510
5 5 5.50 02/19/1999 28 185600 6560
5 6 5.50 02/19/1999 28 181490 6420
Average 6490
This repo~ 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.
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No.: 990286~ H~
CYLINDER I~.,ASURF. D MAXIMUM COMPRESSIVE
~ SL~ DA~ AGE LOAD ~G~ ~~
NO. (h~) ~D (~) (1~. fore) ~) . ~E
7 5.50 03/19/1999 56 194730 6890
Technician: Darrin Phillips Staffed: 2:30am Finished: 10:30am H~ l~tc.
Report Distribution:
(l) The Beck Groop (I) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, Inc. Eugene Harbour
(I) Brocket~ Davis Drake, Inc. (I) H BC Engineerin~Eugenc Harbour Vice President
(I) The Beck Group
This report is exclusively for the use of the client indicated above nnd shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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