Verizon-LR 990312CONCRETE COMPRESSIVE STRENGTH TEST'
8991 Carpenter Frwy., Suite #1~0
Dallas, Texas 752A7
Date of Service: 01/12/1999 Report No.: 9901858 Report Date
03112/1999
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 752014619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOm BECK CONCP. rrE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01112/1999 BATCHTIME: 3:01am
PLANT: 41 TI3~$AMPLED: 3:20am BY: Mike Odom
SPECIFICATION REQUIREMEN'I~ WEATIIER COmmOnS: Fair
STRESGTIt: 4000 psi @ 28 Days TEar. EmpiRE (lv) - AIR 55 F CONCRETE: 63 l~
SLtn~fl': 6.0" Max TitocKt~: 455 TlCtC&'rNo: 1212129
AIR: 3-6% Am CONTENT (,~): 4.2 uNrr W~IGHT (pet'):. NIA
~ r, Lk'XHOD: ASTM C-143 PLAC~ LOCnTION:
North paving slab-on-grade Bay 7 south 1/2, entire bay 6
ASTM C- 172
ASTM C-39
SAblPLE LOCATION: See below
REPORT OF TESTS ACCtn .rLATivv. Yam)s: 550
cv nvoz. svRED com, REssrvz
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
I 1 5.25 01/19/1999 7 107290 3790
1 2 5.25 01/19/1999 7 117880 4170
Average 3980
I 3 5.25 02/09/1999 28 141910 5020
I 4 5.25 02/09/1999 28 151410 5350
Average 5190
I 5 5.25 0310911999 56 160240 5670
SamDle location: Bay 6, between third southern island bull nose
Fifteen (15) gallons of water added.
This relx)rt is exclusively for thc 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'I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/12/1999 Report No.: 9901858 Report Date
03/12/1999
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
cotouo, croR: BECK CONC~"r~ CLASS: 8205
CONCRETE SUPPLIER: TXI PLAC~EWr DATE: 01112/1999 BATCH T~: 4:49am
PLAWr: 41 TnViZSAM~'Lr~I~: 5:20am BY: Mike Odom
SPECIFICATION REQUIREMF, N'I~ WEATHER CoNomoNs: Fair
STREm;'m: 4000 psi @ 28 Days TEMPERATURE iF) - AIR 55 V CONCRETE: 63 F
SLUM~: 6.0" Max T~UCKNO: 450 T,C~'TNO: 1212170
AIR: 3--6% AI~ co~rrEwr (%): 4.4 uNrr WEIGHT (pr.f):
TEST METI,OO: ASTM C- 143 I'LACEMEWr LOCATION:
See pag~ 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYL ZR M . SUR D COMPRESSiVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAC'I~RE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.50 01/19/1999 7 116030 4100
2 2 5.50 01/19/1999 7 107420 3800
Average 3950
2 3 5.50 02/09/1999 28 160480 5680
2 4 5.50 02/09/1999 28 156610 5540
Average 5610
2 5 5.50 03/09/1999 56 167450 5920
Five (5) gallons of water added.
Sample location: Centerline area Bay 7 between 3rd & 4th southward islands.
This report is exclusively for thc use of the client indicated above and shall nm be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRESSIVE STRENGTH TES'I '
8901 Carpenter Fr~., Suite #100
Dallas, T~ms 7~247
Date of Service: 01/12/1999 Report No.: 9901858 Report Date
03/12/1999
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~nO, C~OR: BECK CONCggTE CLASS: 8205
coNca~'r~ srr~..n~ TXI ~c~ DA~: 01/1~1~9 BATCH T~: 5:47am
P~: 41 T~E SAILED: 6:20am SY: Mike Odom
S~C~CA~ON ~U~~ ~R CO~ONS: Cloudy
s~o~: 4~ psi ~ 28 Days ~~~ ~- Am 54
SL~: 6.0" Max ~UCKNO: 462 TIC--NO: 1212211
A~ 3~% ~a corem (~): 4.1 ~ ~a~ (~: N/A
~ ~OD: AS~ C- 143 ~c~ ~CA~ON:
See ~g~ 1
ASTM C-172
AS~ C-39
SAMPLE ~CATION: See ~low
REPORT OF TESTS
C~ER ~SU~ ~~ CO~S~
~ SL~P DA~ AGE ~AD
S~ NO. (~) ~ED (~ym) (!~ f~,) (~) ~PE
3 1 5.75 01/19/19~ 7 119520 4230
3 2 5.75 01/19/1999 7 123310 43~
Avenge
3 3 5.75 0~/1999 28 143170
3 4 5.75 0~/19~ 28 15~50 5520
Avenge ~290
3 5 5.75 03/~/1999 56 163880 58~
Tec~ic2an C2me: 2:00~-~2:00pm F2ve (5) gallons o~ water added.
S~p~e locaC2on: Ba~ 6, between ~2rsC and second end 2s~and9 northward
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.
OILL Page 3 of 6
I
. l~epo, rt No.: 9901858
northside 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 6
( ONCRETE COMPRESSIVE STRENGTH TES'I'
8901 Carpent~ Fr~., Suite #100
Dallas, Texas 752,47
Date of Service: 01/12/1999 Report No.: 9901858 Report Date
03/12/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Atto: Oilier 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
¢o~n~c'roa: BECK CONCV~"r~ CLASS: 8205
CONC~ ~R: ~ P~C~ DA~: 01/1~1~9 BATCH ~: 7:05am
P~: 41 ~SA~D: 7:30am BY: Mike ~om
SPECie.ON ~U~ ~R come,ons: Cloudy
s~a~: 4~ psi O 28 Days x~z~ ~. Am 54
SC~: 6.0" M~ x~uc~so: 4~ xlc~o: 1212323
Ai~ 3~% Am CO~ (~): 4.4 U~ ~lG~ (~0: N/A
~ M~OD: AS~ C-143 ~c~ ~CATION:
~ ~gc 1
AS~ C-172
AS~ C-39
SAMPL~ ~A~ON: S~ ~low
REPORT OF T~TS ~cc~~ ~: 5~0
C~R M~U~ ~X~l CO~~
~ SL~P DA~ AGZ LOAD ST~G~
S~ NO. (~) ~D (Oys) (!~ fore) (~0 ~P~
4 I 6.~ 01 / 19/1999 7 12~70 42~
4' 2 6.~ 01/19/1999 7 11~I0 4210
Avemge 4240
4 3 6.~ 0~/1999 28 152190 5380
4 4 6.~ 0~/1~9 28 1~8~0
Avenge ~90
4 5 6.~ 03/~/1999 56 170220 ~20
Ten (~0) ga~ons o~ water
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, inc.
0ILL Page S of 6
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CONCRETE COMPRESSIVE STRENGTH TEST
$901 Carpenter Frwy., Suite #100
Dall~s, Tex~ 75247
Date of Service: 01/12/1999 Report No.: 9901858 Report Date
03112/1999
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
CON~O, CTO~t: BECK coNca~'r~ CLASS: 8205
CONCRET~-SUPt'LmR: TXI PLACEMENT DATE: 01112/1999 BATCHTIME: 8:55am
Pt,AnT: 41 'rmmSAM~LEO: 9:50am uv: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER COt~romoNs: Cloudy
STR~(;TH: 4000 psi @ 28 Days TIU, n'VaATUR~ (lr) . AIR 60 F CONCRETE: 63 r
SLUSh': 6.0" Max TRUCK NO: 802 TICrO.'T NO: 1212471
Am: 3-6% Am CON'ITZ~T (~,): 4.4 ottrr w~a~rr (~0: N/A
TEST ~'moo: ASTM C-143 PLACeMeNT LOCATION:
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Sec below
REPORT OF TESTS AcctrMV'-AVOrE YARDS: 550
CVLU~Eu MmSUREO MAXa~U~ CO~S~
~D SL~P DA~ AGE LOAD ST~G~ F~
S~ NO. (~) ~D (~) (1~ f~ce) (~i) ~E
5 I 6.~ 01/19/1~9 7 1~980 3570
5 2 6.~ 01/19/1999 7 107990 3820
Average 37~
5 3 6.~ 0~/1999 28 1~320 5170
5 4 6.~ 0~119~ 28 1328~ 47~
Average 49~
5 5 6.~ 03~9/19~ 56 157~0 5550
Sampla location: Cencerline area ~ay 7, 40' north from cancerl~ne north fire
lane. Engi
T~hni~n~ Mike Odom S~rt~: 2:~am
(I) ~ ~k Grip (I) ~ Beck
(I) 8~ ~i~ D~. Inc. Vice ~e~ident
~i~ ~ i~ ,x~l~i~l~ for ~ m of ~, cli~m indicated a~ ~d ~11 n~ ~ r~u~d ~pt in full wit~ut ~ wfi~en approval of HBC Engineedng. Inc.
Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpem~ grwy., Suite #100
DalLu, Texas 75247
Date of Service: 01/13/1999 Report No.: 9902044 Report Date
03/12/1999
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~rn~croa: BECK CONCP,~r~ cr~ss: 154
CONCRETE SUPPLIER: TXI PLACEMENTDA~: 01113/1999 BATCHTIME: 12:27pm
PLAST: 41 TilVIESAMPLED: l:OOpm aY: Mike Odom
SPECIFICATION RF. QUI~ WEATI~RCONDrrloNS: Cloudy
s'ra~GTit: 5000 psi @ 28 Days TEMPERATURE {Ir)- AIR 44 F CONCRETE: 58 F
SLUM~': 6.0" Max T~UC~CNO: 474 TICKETNO: 1214143
AIR: N/A Am CONTENT (~): N/A uNrr WEIGHT (P~0:. N/A
TgST METHOO: ASTM C- 143 PLAC~ LOCaTIOn:
Level IV columns (20) Lines 1-5 & A-D. west wing
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Colunm B @ $
REPORT OF TESTS ACCUMULATIVE YA OS: 45
CYLINDER MEASURED MAXIbHYbl CObIPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (ine. h~) TESTED (d~,ys) (Ib~. force) (psi) TYPE
1 I 6.00 01/14/1999 1 12400 440
I 2 6.00 01/15/1999 2 59640 2110
I 3 6.00 01/20/1999 7 123460 4370
1 4 6.00 01/20/1999 7 119710 4230
Average 4300
1 5 6.00 02/10/1999 28 218430 7720
I 6 6.00 02/10/1999 28 237460 8400
Average 8060
This report is exclusively for the use of the client indicated above and shall no~ be reproduced except in full without thc written approval of HBC Engineering, Inc.
OILL Page I of 2
Report No.: 9902044
CYLINDER MKASURED MAXIMUM 'COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 7 6.00 03/10/1999 56 252810 8940
Note: Columns placed by mud bucket.
Nine (9) gallons of water added.
Technician: Mike Odom Started: 9:30am Finished: 4:30pm ~ En~
Report Distribution:
(i) Tine Beck Group (I) The Beck Group
(1) Gromatzky Dupree & Assoc. (I) Dalcan, inc. Eugene Harbour
(1) Brockette Davis Drake, Inc. Vice President
(I) The Beck Group
This repotn 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.
011.L Page 2 of 2
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