Verizon-LR 990402CONCRETE COMPRESSI STRENGTH TEST
$901 Carpente~ Frwy., Suite #100
Z)~lt~, T~xa~ 75247
Date of Service: 03/01/1999 Report No.: 9906360 Report Date
04/02/1999
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
COWnO, CTOR: BECK CONCam'~ cu,,ss: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/01/1999 BATCHTIME: h21pm
PLANT: 41 TIME SAMPLED: N/A BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
s'rm~N(;Tm 3000 psi @ 28 Days xgava, gmcroRE {F} - AIR 76 g COnCRV:rw: 78 F
SLmO: 6.0" Max TaUCKNO: 804 TICKer NO: 1253330
Am: N/A Am COiVrgNT (,r.): 2.8 uNrr WEXGH'r (P%0.: N/A
TE.vr M~niOD: ASTM C-143 I'L~C~Wr LOCATION:
Dock ramp Area A Level !
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 10' S of building tie-in
REPORT OF TESTS ACC Tr YARDS: 50
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (hw. hes) TESTED (days) (lbs. force) (l~i) TYPE
1 1 6.00 03/08/1999 7 95080 3360
1 2 6.00 03/0811999 7 96030 3400
Average ~ 3380
I 3 6.00 03119/1999 28 139260 4920
I 4 6.00 03f29/1999 28 146150 5170
Average 5050
I 5 6.00 04f26/1999 56
Ten (10) gallons of water added.
T~chnician: Mike Odom Started: h00pm Finished: 4:00pm ~ Eng,~t~o~
Report Distribution:
(I) The Beck Group (1) The Beck Group
(I) Gromatzky Dupree & Assoc. (1) Dalcan, inc. Eugene Harbour
(I) Brockette Davis Drake, inc. (1) HBC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This report is exclusively for the use of the client indicated above and shall no~ he reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of I
CONCRETE COMPREbSIVE STRENGTH TEST
8901 Carpenter grwy,, Suite #100
Dall~, T,,~ 75247
Date of Service: 03/01/1999 Report No.: 9906359 Report Date
04/02/1999
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 sample.
PRO ECT DATA
con'rRAc'rog: BECK CONCRE~ CLASS: 8208
CONCRETE SUPPLIER: TXI l'LAC~,~,lEt~r DA~: 03/0111999 BATCH TrM~: 12:22pm
PLANT: 31 TtM~SAMP~D: l:20pm BY: Mike Odom
SPEC~ICA~ON ~QUI~~ ~R commons: Faff
S~NG~: 5~ psi ~ 28 Days
sc~: 6.0" Max ~cg~o: 559 x~c~so: 1253231
Am: N/A nm co~ (~): N/A ~ ~a~ (~0: N/A
~T ~IOD: AS~ C- 143 p~c~ ~CATION:
(20) ~l III-IV ~i~ A~ C
ASTM C-172
ASTM C-39
SAMPLE ~CATION: E ~ 14
PORT OF TESTS
CYL~ER ~SU~ ~~ CO~S~E
~D SL~P DA~ AGE LOAD ~O~ F~~
S~ NO. (~) ~D (~) (!~ f~e) (p~) ~PE
I I 5.75 03/08/1999 7 133050 4710
I 2 5.75 03/08/1999 7 137950' 4880
Avenge 48~
I 3 5.75 03~9/1999 28 155470 55~
I 4 5.75 03~9/1999 28 1493~ 5280
Avenge 5390
I 5 5.75 ~1999 56
Tec~c~an Z~me: See ReporZ J9906360
Ten (~0) gallons o~ wa~er added.
T~hnic~n: Mike Odom S~: Fi~h~: ~ E~
~ D~tfibution: nc.
(l)~ B~k G~p (I) ~ B~k G~p
(I) Gm~y Du~ & ~. (I) ~. t~. Eugene Hat. ur
(I) B~ket~ Davis DmZ. Inc. {I) HBC ~n~fin~Eugene Hater Vice ~esident
(l) ~ Beck G~p
~is ~ ~ excl~ively f~ ~ u~ of ~ client in~ a~ve ~d shall nm ~ ~p~u~ Cx~ in full wi~t ~e written approval of HBC Engineering. inc.
0ILL Page 1 of I
COHCRETE COMPRE ' IVE STRENGTH
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 02/01/1999 Report No.: 9903696 Report Date
04/02/1999
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~rrRAcToR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02/01/1999 BATCH TIME: 1:48pm
PLANT: 43 TIME SAMPLED: 2:30pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONOrrIONS: Partly cloudy
STRENGTH: 5000 psi ~ 28 Days TEMPZRATURZ (~-AIR 62 F CONCRETE: 69 F
SLUMP: 6.0'* Max TRUCKNO: 642 TICKET NO: 1228679
AIR: N/A AIR co~rrE~rr (%): N/A UNIT WEIGHT (PC0: N/A
TEST MZTHOD: ASTM C- ! 43 PLACEME~rr LOCATION:
Buildin$ l, L~vel V As B roofcolumns (19) A,B,C,D ~ 6, ABC ~17, AB ~ $, N,M,L,K
ASTM C-172 ~ 9, K, j, L 0 9.3, K,j, L ~ 9.7
ASTM C-39
SAMPLE LOCATION: A-6
REPORT OF TESTS ACCUMULATIVE YARDS: 43.5
CYLINDER MEASURED blAXIblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
! ! 5.75 02/03/1999 2 54200 1920
I ! 5.75 02/08/1999 7 118110 4180
I 3 5.75 02/08/1999 7 134840 4770
Average 4480
i 4 5.75 03/01/1999 28 152940 5410
I 5 5.75' 03/01/I 999 28 143320 5070
Average 5240
I 6 5.75 03/29/1999 56 162140 5730
This report is exclusively Ibr Iht use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0iLL Page ! of 2
l~epo~ No.: 9903696 ' H~
Twenty (20).gallons of water added.
Techaieiaa: l~lik¢ Odom Started: 1:30pm Fi.ished: 5:00pm ~ En~n~
Repo~ Di~tributioa:
(I) ~c ~ck Group (I) Thc Beck Group
(i) Gmma~y Dupmo & Assoc. ( I ) Dalcm~. Inc. ~u~Gfl~arbou[
(i) B~k~tc Davis D~kc. Inc. (I) HBC Enginccrin~Eugcnc Har~ur Vice P~idcnt
(!) ~c Beck Group
This report is exclusively for thc usc of thc client indicated above and shall not hc reproduced except in full without the writtcn approval of HBC Engineering, inc.
OILL Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERI~,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 02/03/1999 Report No.: 9903954 Report Date
04/02/1999
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 Ct~SS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT OAT~: 02/03/1999 BATCH TIbiE: 2:50am
PLANT: 31 TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMEN'I~ WEATHER CoNDrrIoNS: Fair
STR~NGTII: 5000 psi @ 28 Days 'rgM~El~TUaZ (ir) -AIR 46 F CONCRETE: 65 F
SL~: 6.0" Max TRUCt~ NO: 725 TIC,LET NO: 1229699
AIR: N/A AIR Co~'rgNT (%): N/A UNIT WEIG~IT (pc0~ N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Roof slab (Area A) 1-5.7, A-D
ASTM C-172
ASTM C-39
SAMPLE LOCATION: @ A.5 along !.5
REPORT OF TESTS ACCUMULATIVE YAROS: 5 I0
c~eu MEASUREO MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days} (lbs. force) (psi) TYPE
I I 5.50 02/0611999 3 103820 3670
1 2 5.50 02/1011999 7 147210 5210
I 3 5.50 02/10/1999 7 155760 5510
Average 5360
I 4 5.50 0310311999 28 178990 6330
I 5 5.50 03/03/1999 28 169450 5990
Average 6160
I 6 5.50 03/31/1999 56 186240 6590
This report is exclusively for thc use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 1 of 10
Report No.: 9903954
Ten (10) ~allons of water added.
This repo~ is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ILL Page 2 of 10
CONCRETE COMPRESSIVE STRENGTH TES'!
8901 Carpemer Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 02/03/1999 Report No.: 9903954 Report Date
04/02/1999
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
CONT~,nCTOa: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLAc~E~rr DATE: 02/03/1999 BATClt T~ME: 4:15am
PLANT: 31 TIME SAMPLED: 4:50am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER co~rorrlo~s: Fair
STRENGTh: 5000 psi @ 28 Days TE~PE~RE (F) - AIR 43 F CONCRETE: 65 F
SLm4P: 6.0" Max TRUC~CNO: 736 TiC~C~'r NO: 1229738
AIR: N/A AIR CO~rr~NT (~): N/A uNrr wEia~rr (pc0.-. N/A
~ M~rHOO: ASTM C- 143 PLACEMENT LOCATION:
See page !
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Along C line @ 2
REPORT OF TESTS ACCUMULA vE YARDS: 510
c,a. e M -nSURED MAxr m cOMPREsslw
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inche~) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.75 02/06/1999 3 82490 2920
2 2 5.75 02/1011999 7 151560 5360
2 3 5.75 02/10/1999 7 156850 5550
Average 5460
2 4 5.75 03/03/1999 28 194290 6870
2 5 5.75 03/03/1999 28 190010 6720
Average 6800
2 6 5.75 03/31/1999 56 206410 7300
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 10
Rhpo. rt No.: 9903954
Twenty (20) gallons of water added.
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 10
CONCRETE COMPRESSIVE STRENGTH TES I·
8901 Carpenter Frwy. Suite #100
Dalla.n, Texas 75247
Date of Service: 02/0311999 Report No.: 9903954 Report Date
04/02/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Giilett 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~T~,CTOa: BECK CONC~"rE CLASS: 8208
CONCa~r~ SUPPLIEa: TXI P~CEM~rr DA~: 02/03/1999 ~ATC~ ~: 5:27am
P~: 31 T~E SAMPLED: 6:15am BY: Mike Odom
S~C~CATION ~QUI~ME~ WEAT~R CO~fflONS: Fair
s~a~: 5~ psi ~ 28 Days T~~
SL~: 6.0" Max TgUCgNO: 814 T~C~ NO: 1229813
Am: N/A Am CO~ (~): N/A UmT ~GRT (~ N/A
~T M~IOD: AS~ C- 143 P~c~ L~ATION:
See ~ge 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Along A.5 ~ 3
REPORT OF TESTS AC~TIVE YA~: 5
~D SL~P DA~ AGE LOAD ST~NG~! F~~
S~ NO. (~c~) T~ED (days) (l~ fore) (~i) ~PE
3 I 6.~ 0~05/1999 2 88450 3130
3 2 6.~ 0~10/1999 7 161960 5730
3 3 6.~ 0~ 10/1999 7 178940 6330
Avenge ~30
3 4 6.~ 03/03/1999 28 1972~ 6970
3 5 6.~ 03/03/1999 28 187570 6630
Avenge 68~
3 6 5.~ 03~1/1999 56 206140 7290
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 S of 10
Repo. rt No.: 9903954
Ten (10) Gallons of water added.
This report is exclusively for thc use of the client indicaled above and shall t:ot be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Pa~,e 6 of 10
CONCRETE COMPRESSIVE STRENGTH TES I'
8901 Carpenter grwy., Suite #100
Dalim, Texas 75247
Date of Service: 02/03/1999 Report No.: 9903954 Report Date
04/02/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Giilett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain sample~ of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
co~croa: BECK CONCaETE C~.SS: 8208
CONCRgTE SUPPLIER: TXI PLACEMgaVr DATE: 02]03/1999 BATCH TIME: 6:43am
PLANT: 31 TIME SAMPLED: 7:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONOrrIONS: Fair
STRr~GT~: 5000 psi @ 28 Days TEMPERATURE (g). AIR 47 ~' CONCaETE: 65 ~'
SLtnVn': 6.0" Max TaVCKNO: 565 TlCr~'rNO: 1229918
AIa: N/A AIR co~r~rr (%): N/A uNrr w~i(;}rr (pc0:. N/A
TEST M~T~OO: ASTM C-143 ~'LACg. M~NT LOCATION:
See pase I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 4.5 ~ B
REPORT OF TESTS ACCUMULATIVE YARDS: 510
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MA RICED SLUMP DATE AG E LOAD STRENGTH FRA CTU RE
SET NO. (incl.) TESTED (days) (lbs. farce) (psi) TYPE
4 1 5.75 02/05/1999 2 110340 3900
4 2 5.75 02/10/1999 7 155810 5510
4 3 5.75 02/10/1999 7 147560 5220
Average 5370
4 4 5.75 03/03/1999 28 204070 7220
4 5 5.75 03/03/1999 28 201510 7130
Average 7180
4 6 5.75 03/31/1999 56 216420 7650
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 7 of 10
P~eport No.: 9903954
Ten (10) ~allons of water added.
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 8 of 10
cONCRETE
COMPREssIVE STRENGTH TES', '
8901 Carpmt~r grwy., Suit~ #1O0
~ T~xas 75247
Date of Service: 02/03/1999 Report No.: 9903954 Report Date
04/02/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: Thc Beck Group Project: GTE Shared Services
Attn: Oilier Bcrgcr Coppell [toad & Corporate Drive
l?00 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 stren§th samples.
PROJECT DATA
COtCrRACTOR: BECK CONC~r~ CLASS: 8208
CONCRET~ SUfl, LIV. R: TXI ~'LACEM~-NT DATE.- 02/03/1999 BATCH T~Vgv.: 8:2 lam
PLA~rr: 31 TIME SAMPLED: 9:10am NY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
s'nt~GTn: 5000 psi @ 28 Days TEMPERATURE (F). AIR 54 F CONCRETE: 68 F
SLUM~: 6.0" Max TRUCK NO: 54 TICKET NO: 1230123
am: N/A Am cot~rEN'r ¢~): N/A UmT WeiGHT (l~): N/A
~ M~-'mOO: ASTM C- 143 PLACEMENT LOCATION:
ASTM C-172 See page I
ASTM C-39
SAMPLE LOCATION: Along C.5 @ 5
REPORT OF TESTS ACC~LATrVv-YARDS: 540
CYLINDER MEASURED btAXlMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
· 5 I 5.50 02/05/1999 2 91360 3230
5 2 5.50 02/10/1999 7 150060 5310
5 3 5.50 02/10/1999 7 160000 5660
Average 5490
5 4 5.50 03/03/1999 28 203750 7210
5 5 5.50 03/03/1999 28 197750 6990
Average 7100
5 6 5.50 03~31 / 1999 56 219020 7750
This report is exclusively for the use of the client indicated above and shali not be reproduced except in full without the writ~n approval of HBC Engineering, Inc.
0ILL Page 9 of 10
R~po. rt No.: 9903954 ' H~C
Twenty (20) gallons of water added.
Technician: Mike Odom Started: 2:00am Finished: 11:00am I"l~~~'~ J
Report Distribution:
(!) The l~ck Group (1) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, Inc. Eugene Harbour
(1) Broclmtte Davis Drake, Inc. (I) HBC Engineering/Eugene Harbour Vice President
(1) 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.
OILL Page 10 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fr~., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03/24/1999 Report No.: 9908540
04/02/1999
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 CRASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/24/1999 BATCii TIME: 3:22am
PLANT: 41 TIME SAMPLED: 4:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATtlER CoNorrIONS: Partly cloudy
sxRE,na'm: 5000 psi @ 28 Days TEMPERA~JRE (F) - AIR 50 F CONCRETE: 68 F
SLm4P: 6" max. TaUCK NO: 669 TICKET NO: 1268830
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcf).-. N/A
TEST METIlOD: ASTM C- 143 PLACEMENT LOCATION:
Roof Slab, Area C, lines 13 to 18 and £ to H
ASTM C-t72
ASTM C-39
SAMPLE LOCATION: E.5114
REPORT OF TESTS ACCt~MVLATIVE YAI~OS: 50
CYL'~ER MZASURED MAX~IUM COMPRESStVE
MARKED SLUMP DATE AGE LOAD STRENGTI! FRACTURE
SET NO. (inehe$) TESTED (days) (lbs. force) (psi) TYPE
I I 6.00 03/26/1999 2 80260 2840
I 2 6.00 03/31/1999 7 145970 5160
I 3 6.00 03/31/1999 7 136260 4820
Average 4990
I 4 6.00 04/21/1999 28
1 5 6.00 04/21/1999 28
I 6 6.00 05/19/1999 56
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.
01SS Page 1 of 9
. Report No.: 9908540
Test Cylinder 1-1 at 7:30 a.m. on 03/26/99
This repotx 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.
015S Page 2 of 9
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
i)alL.=, Texas 75247
Date of Service: 03/2411999 Report No.: 9908540 Report Date
04/02/1999
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
COnXsO, CTOR: BECK CONCRE'rE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/24/1999 BATCHTIME: 4:45am
PLANT: 41 TIME SAMPLED: 5:15am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STm~N~;Ttt: 5000 psi @ 28 Days TEMPERATURE (r)-nla 55 F CONCRE"rE: 68 F
SLUMP: 6" max. TRUCK NO: 835 TlCK~T NO: 1268917
AIR: N/A AIR CONTENT (%): 1.8 UNIT wr-Iatrr (pcO:. N/A
Tr.s-r MZ'niOO: ASTM C-143 Pt~XCEMENT LOCATION:
See page !.
ASTM C-172
ASTM C-39 Air confirmation test was performed on this set of cylinders.
SAMPLE LOCATION: Along line F.5/15.5
REPORT OF TESTS ACCUblULATIVE YARDS: 160
CYLINDER MEASURED MAXIMUbl COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtI FRACTURE
SET NO. (Inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 03/26/1999 2 79690 2820
2 2 5.75 03/31/1999 7 150450 5320
2 3 5.75 03/3111999 7 141350 5000
Average 5160
2 4 5.75 04/21/1999 28
2 5 5.75 04/2 1/1999 28
2 6 5.75 05/19/1999 56
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.
01SS Page 3 of 9
Report No.: 9908540
Test Cylinder 2-1 at 7:30 a.m. on 03/26/99
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.
OISS Page 4 of 9
8901 Carpenter Frwy., Suite #100
~ Texas ?5247
Date of Service: 03/24/1999 Report No.: 9908540 Report Date
04/02/1999
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
CotcrRACTOR: BECK CONCRETE CLASS: 8208
CONC~ SUPPLIER: TXI PLACEMENT DAT~: 03/24/1999 RATClt TIME: 6L 12am
PLANT: 41 TIME SAMPLED: 6:55am aY: Mike Odom
SPECIFICATION RgQUIREMEN'I~ WEATHER CONDmONS: Cloudy, no wind
s'rREnaTm 5000 psi @ 28 Days 'rgMPERA'ruag(F)-AIR 67 F CONCRETe: 66 F
SLt~P: 6" max. TRUCK NO: 454 TICKETNO: 1269017
AIR: N/A AIR CONTENT (%): N/A UNiT WEIGHT (pc0..- N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I.
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Lines E.5 to F along line 16
REPORT OF TESTS ACCUMULATIVE YARDS: 270
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.00 03/26/1999 2 83570 2960
3 2 6.00 03/31/1999 7 140470 4970
3 3 6.00 03/31/1999 7 148980 5270
Average 5120
3 4 6.00 04/21/1999 28
3 5 6.00 04/21/1999 28
3 6 6.00 05/19/1999 56
This repo~ is exclusivcly for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 5 of 9
l~eport No.: 9908540
Test Cylinder 3-1 at 12:00 p.m. on 03/26/99
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.
OISS Page 6 of 9
8901 Carpenter Frwy., Suite #100
Dallas, Tex~ ?524?
Date of Service: 03/24/1999 Report No.: 9908540 Report Date
04/02/1999
Client No.: 08~4025 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 CONCRE"rE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENTDA'm: 03/2411999 BATCItTIME: 8:41am
PLANT: 41 TIME SAMPLED: 9:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATItER CONOrrloNs: Cloudy
s'rREt~aT~t: 5000 psi @ 28 Days TgMPERATURE(r~- AIR 53 g CONCRETE: 68 F
sun~: 6" max. TaVCK NO: 837 TICKer NO: 1269423
AIR: N/A AIR CONTENT (~): N/A UNIT WEIGHT (per).~ N/A
TEST METHOD: ASTM C- 143 PLACF~IENT LOCATION:
See page I.
ASTM C- 172
ASTM C~39
SAMPLE LOCATION: Line F at line 17
REPORT OF TESTS ACC TIVE YA OS: 430
CYC ER MEASUREO MAXmuM COMPZZSSlVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch~s) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.75 03/26/1999 2 80240 2840
4 2 5.75 03/31/1999 7 140690 4980
4 3 5.75 03/3111999 7 144450 5110
Average 5050
4 4 5.75 04/2111999 28
4 5 5.75 04/2111999 28
4 6 5.75 05/19/1999 56
This repo~ is exclusively for the usc of thc client indicated above and shall not bs reproduced cxcept in full without Ibc written approval of HBC Engincering, Inc.
01SS Page 7 of 9
l~el~,rt No.: 9908540 ' a~
Test Cylinder 4-1 at 12:00 p.m. on 03/26/99
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.
OlSS Page 8 of 9
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fr~., Suite #100
Dallm, T~ 75247
Date of Service: 03/24/1999 Report No.: 9908540 Report Date
04/02/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppeil 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 CONCRETE CLASS: 8208
CONC~'TE SUPPLIEa: TXI PLACEM,VaVT DAT~: 03/24/1999 aATCr~ Tn~4E: 10:13am
PLANT: 41 TIME SAMPLED: 10:45am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CON~rrIONS: Partly cloudy
STmT~GT~: 5000 psi @ 28 Days TEMPERATURE (~). AIR 62 V CONCRETE: 70 V
SLUMP: 6" max. TRUCK NO: 450 TICKET NO: 1269657
Aim N/A AIR co~rr~NT (%): N/A UNIT WEIGI1T (1~0:. N/A
TEST METIIOD: ASTM C- 143 PL~C~lE~rr LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Line G.5, lines 17.5 to 18
REPORT OF TESTS ACCtn LA E VAMPS: 510
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 4.75 03/26/1999 2 90670 3210
5 2 4.75 03/31 / 1999 7 147420 5210
5 3 4.75 03/31/1999 7 141350 5000
Average 5110
5 4 4.75 04/21/1999 28
5 5 4.75 04/21/1999 28
5 6 4.75 05/19/1999 · 56
Technician: Mike Odom Started: 2:00am Finished: l:00pm ~ En 'g~
Report Distribution:
( I ) Th~ Beck Group ( I ) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, lac. Eugene Harbour
(I) Brockelte Davis Drake. Inc. (I) H BC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This report is exclusively for the use of ~he client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
olss Page 9 of 9