Verizon-LR 990316CONCRETE COMPRESSIVE STRENGTH TESI'
8901 Carpenter Frwy., Suite #100
l}allaa, Texas 75247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
03/16/1999
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
CONTanCTO~: BECK COt~CP.m'E CLASS: 8208
CONCRETE SUPPLIER: TXI PLACV_Z4V_zcr DATE: 03/08/1999 BATCh TIME: 3:08am
PLArfr: 31 TIME SAMPLED: 3:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER co~romONS: Cloudy, drizzle
s'rm~NGTm 5000 psi @ 28 Days X~XtPERA~Jm~ (~-AIR 49 P CONCa~'r~: 68 P
SLb'MP: 6" Max TaUCK NO: 479 ~CgeT NO: 1208732
Am: N/A Am COtCr~nT (~): N/A UNIT w~ioI-rr (pc0: N/A
Tr~ST METHOO: ASTM C- 143 PLACEMENT LOCATION:
Building Slab. Level IV, Area C, line E to H and 13 to 18
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.l and 13.1
REPORT OF TESTS ACCVmna E YARDS: 500
CVLU,roeu ASURED coMP v. SSlV
MARKED SLUMP DATE AGE LOAD . STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.25 03/10/1999 2 I06190 3760
I 2 5.25 03/15/1999 7 146180 5170
I 3 5.25 03/15/1999 7 156050 5520
Average 5350
I 4 5.25 04/05/1999 28
I 5 5.25 04/05/1999 28
I 6 5.25 05/03/1999 56
This repot1 is exclusively for ~he use of the clicnt indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 1 of 6
I~epo. rt No.: 9906983
Ten (10) ~allons of water added.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page 2 of 6
C ONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dall~, T~ms 75247
Date of Service: 03/08/1999 Report No,: 9906983 Report Date
03/16/1999
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~crro, c"roR: BECK CONCRE'r~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMg. I~rr DATE: 03/0811999 BATCH TnVn~: 4:57am
PLAlVr: 31 TIME SAMPLED: 5:45am BY: Mike Odom
SPECII~ICATION REQUIREMENTS WEATHER CoNorrloNs: Cloudy, No Drizzle
s~ar_~GTH: 5000 psi @ 28 Days TEMPERATURE (ri- Am 52 ~r CONCRE'r~: 68 F
SLUM~: 6" Max TRUCKNO: 738 r~cr, ETt~o: 1258745
AIR: N/A AIR CONTEbrr ('~): N/A uNrr W~IGHT (pd)~ N/A
TEST METHOD: ASTM C- 143 PLAC~NT LOCATION:
San~ as Set 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.3 at 15.3
REPORT OF TESTS ACCU~OLA~E YAP. OS: 500
CYU~VE~ ~St~D ~X~t COMPm~.SSn~
MARKED SLUMP DATE AGE LOAD. STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (ll~. force) (psi) TYPE
2 1 5.50 03/10/1999 2 107120 3790
2 2 5.50 03/15/1999 7 152300 5390
2 3 5.50 03/15/1999 7 158590 5610
Average 5500
2 4 5.50 04/05/1999 28
2 5 5.50 04/05/1999 28
2 6 5.50 05/03/1999 56
This r~p~c~ is exclusively for the use of the client indicated above and shall no~ be reproduced except in full without the written approval of HBC Engineering. Inc.
01TM Page 3 of 6
l~epo, rt No.: 9906983
NOTE: 15 gallons of water added to concrete.
This report 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.
01Th! Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter grwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
03/16/1999
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~OR: BECK co~cRE'n~ Ct, ASS: 8208
CONC~-'r~suPPt~ER: TXI PLAC~ViFavr OA~'g-: 03/08/1999 RATCXtX~nE: 5:50am
PLANT: 31 TXM~ SAMPLED: 6:55am BY: Mike Odom
SPECIFICATION REQUIREMKNTS WEATHER COt~mONS: Cloudy, Dry
sTg~axtz: 5000 psi @ 28 Days TEM~EaATIa~ (V). Am 54 V CONCgET~: 68 F
SLt~O': 6" Max TRUCKNO: 722 TICK~.T NO: 1258758
AIR: N/A AIR CONTENT (%): N/A uNrr WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Same as Set I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 1::.5 at 16
REPORT OF TESTS ACCUMU TIVE YARDS: 500
CYLINDER MEASURED MAXlblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch~s) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.25 03/10/1999 2 119740 4230
3 2 5.25 03/15/1999 7 153450 5430
3 3 5.25 03/15/1999 7 147280 5210
Average 5320
3 4 5.25 04/05/1999 28
3 5 5.25 04/05/1999 28
3 6 5.25 05/03/1999 56
This report 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.
01Tbl Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 03/08/1999 Report No.: 9906983 Report Date
03/16/1999
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
coNTRA~R: BECK coNc~ cLAss: 8208
CONCKWI'E SUPPLIER: TXI PLACEMENT DATE: 03/08/1999 BATCH ~v~v.: 6:45am
PLANT: 31 TIME SAMPLED: 7:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
sTR.~aTH: 5000 psi @ 28 Days TEM~-RATURE (1~. Am 54 r CONCam'g: 70 r
SLb~n': 6" Max TRUCK NO: 648 TIcx~'r NO: 1258774
Am: N/A Am CONTENT (~): N/A UNIT W~IGHT (pa): N/A
TEST biff'HOD: ASTM C- 143 PLACEMENT LOCATION:
Same as Set 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: (3.5 at 17
REPORT OF TESTS YARD : 400
CYLINDER MEASURED MAXIMUM COMPRF~SIVE
MARKED SLUMP DATE AGE LOAD . STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ib~ force) (psi) TYPE
4 I 5.50 03/10/1999 2 104770 3700
4 2 5.50 03/15/1999 7 141460 5000
4 3 5.50 03/15/1999 7 139950 4950
Average 4980
4 4 5.50 04/05/1999 28
4 5 5.50 04/05/1999 28
4 6 5.50 05/03/1999 56
Technician: Mike Odom Started: Finished: H~ Engineering/
Report Distribution:
( 1 ) The Beck Group (1) Thc Beck Group I
(!) Gromatzky Duprec & As~ec. (1) Dalcan, Inc. Eugene Harbour
(1) Breckette Davis Drake, Inc. (1) HBC Engineering/Eugene l*l,~ur 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.
OITM Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
!)~11~, Texas 75247
Date of Service: 01/18/1999 Report No.: 9902392 Report Date
03/16/1999
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
cot,rrRA~OR: BECK CONC~ CLASS: 154
CONCRETE SUPPLIER: TXI PLAC~Vr DATE: 01/18/1999 BATCH TaYto: 2:59am
Pt~.~rr: 41 TIM~SA~ED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER conomo~s: Fair
s'raz~GTH: 5000 psi @ 28 Days TEM~EP.A~ (F). AIR 41 F CONCRETE: 62 F
SLX.rMV: 6.0" Max TRUCKSO: 715 'ncr~-'rt~o: 1216779
AIR: N/A AIR co~r~rr (%): [.7 uto~r WEIGHT (pe~: N/A
~ MmntOO: ASTM C- 143 PLACF. M~ LOCATION:
Level IV building slab Area B. 5.7-13 Lines
ASTM C-172
ASTM C-39
SAMPLE LOCATION: C.5 @ 6
REPORT OF TESTS ACCUMUCAXIVZ YARDS: 540
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD - STRENGTH FRACTURE
SET NO. (inch~s) TESTED (days) (ib~ force) (psi) TYPE
I 1 5.50 01/20/1999 2 117510 4160
I 2 5.50 01/21/1999 3 135720 4800
1 3 5.50 01/25/1999 7 163380 5780
1 4 5.50 01/25/1999 7 169330 5990
Average 5890
I 5 5.50 02/15/1999 28 229570 8120
I 6 5.50 02/15/1999 28 242550 8580
Average 8350
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 1 of 10
Report No.: 9902392 i.a.J~
CYLINDER MEASURED MAXIMUM ' COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 7 5.50 03/15/1999 56 263240 9310
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.
01LL Pnge 2 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suit~ #100
i~n~% Texas 75247
Date of Service: 0111811999 Report No.: 9902392 Report Date
03/16/1999
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 CONCRE'r~ CLASS: 154
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/1811999 BATCHTIME: 4:lgam
PL~lVr: 41 TIME SAMPLED: 4:45am BY: Mike edom
SPECIFICATION REQUIREMENTS WEATHERCO~OmONS: Fair
STRE~aTm 5000 psi @ 28 Days TEM~Eg~,TURE (~ -Am 38 g CONCRE?E: 63 F
SLUMP: 6.0" Max TRUCKNO: 716 TICKE~NO: 1216814
Am: N/A AIR CONTEtcr (~): N/A uNrr WE~aitT (p~0~ N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-t72
ASTM C-39
SAMPLE LOCATION: B.5 ~ 6.5
REPORT OF TESTS ACCreTIVE YARDS: 5~)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD . STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.50 01/2011999 2 121610 4300
2 2 5.50 01/21/1999 3 143700 5080
2 3 5.50 01/25/1999 7 155590 5500
2 4 5.50 01/25/1999 7 158590 5610
Average 5560
2 5 5.50 0211511999 28 224290 7930
2 6 5.50 0211511999 28 218520 7730
Average 7830
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 En~ncering, Inc.
01LL Page 3 of 10
R'epo. rt No.: 9902392 .. ~,~
CYLINDER MEASURED MA~ ' COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
2 ? 5.50 03/15/1999 56 240130 8490
Ten (10) gallons o£ wager added.
This report is exclusively for u~e use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering. Inc.
0ILL Page 4 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpeam' Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/18/1999 Report No.: 9902392 Report Date
03/16/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger 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
CONTRACXOR: BECK CONCRETE CLASS: 154
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/18/1999 BATCHTIME: 5:31am
PLANT: 41 TIMI~SAMPLED: 6:00am BY: Mike Odom
S~CnqCATION m~ui~ W~R co~r~moNs: Fair
STI~NaTII: 5000 psi @ 28 Days TEM~ERATtm~ ~-Am 41 F CONCRETE: 59 F
SLUM~: 6.0" Max TaUCK NO: 451 TICKET NO: 1216878
AIR: N/A Am CONTENT (~): N/A UNiT WEIGHT (pet'): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: M,5 @ 9.3
REPORT OF TESTS ACCUMULATIVE YARDS: 540
CYLIHDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLLrMp DATE AGE LOAD . STRENGTH FRACTURE
SET NO. (inches) TF.~TED (days) Obs. force) (psi) TYPE
3 I 5.75 01/20/1999 2 119380 4220
3 2 5.75 01/21/1999 3 137730 4870
3 3 5.75 01/25/1999 7 167940 5940
3 4 5.75 01/25/1999 7 178940 6330
Average 6140
3 5 5.75 02/15/1999 28 224460 7940
3 6 5.75 02/15/1999 28 217840 7700
Average 7820
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.
01LL Page 5 of 10
Rel~.rt No.: 9902392
CYLINDER MEASURED ' MAXIMUM ' COMPRESSIVE.
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 7 $.75 03/15/1999 56 239040 $450
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.
0ILL Page 6 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpem~ Frwy., Sult~ #100
Dallas, Texas 75247
Date of Service: 01/18/1999 Report No.: 9902392 Report Date
03/16/1999
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
CONTR~Croa: BECK CONCR~'n~ CLASS: 154
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/18/1999 BATCHTIME: 6:41am
PLAr~r: 41 TIME SAMPLED: 7:05am l~v: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCOm)rrIoNS: Fair
S'rR~aTH: 5000 psi @ 28 Days TmOr. RA~Jm~ fl,-Am 39 ~' CONCRETE: 61 l~
SLOM~: 6.0" Max TRUCK NO: 803 TICK~:r NO: 1216946
AIR: N/A Am cot~rEt~rr (%): N/A ur~rr w~lGrrr (pc0: N/A
T~T M~"niOO: ASTM C-143 PLACEMENT LOCATION:
See page I
^STM C-172
^STM C-39
SAMPLE LOCATION: G.5 @ I0
REPORT OF TESTS ACCUMVLnXrVE YARDS: 540
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD. STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 6.00 01/20/1999 2 122120 4320
4 2 6.00 01/21/1999 3 130050 4600
4 3 ' 6.00 01/2511999 7 170860 6040
4. 4 6.00 01/25/1999 7 184000 6510
Average 6280
4 5 6.00 02/15/1999 28 215500 7620
4 6 6.00 02/15/1999 28 240860 8520
Average 8070
(
This report is exclusively for the use of the client indicated above and shall no~ be reproduced except in full without ~he written approval of HBC Engineering, Inc.
0ILL Page 7 of 10
R~Port No.: 9902~92 ' ~H~
CYLINDER MEASURED MAXIMUM · COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 ? (5.00 03/15/1999 56 2520?0 8910
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.
0ILL Page 8 of 10
CONCRETE COMPRESSIVE STRENGTH TES I'
8901 Carpenter grwy., Suite #100
Dallas, Texas 7S247
Date of Service: 01/18/1999 Report No.: 9902392 Report Date
03/16/1999
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 CONCRETI~ CLnSS: 154
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/18/1999 BATCHTIME: 8:09am
PLANT: 41 TIME SAMPLED: 8:35am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCO~mONS: Fair
s'ra.~G'm: 5000 psi @ 28 Days ~n~m,~-RA'rv~ O0-AIa 41 r CONCRETV-: 61 r
SLUM~: 6.0" Max XaVCKNO: 802 Ticg~'rNo: 1217130
AIR: N/A Am CONTOUr (%): N/A u~rr WEIGHT {per): N/A
TEST ME'FitOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E. 5 @ 12
REPORT OF TESTS ACCUMULATIVE YARDS: 540
CYLINDER MEASURED MAXlbIUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD. STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 5.75 01/20/1999 2 1186 I0 4190
5 2 5.75 01/21! 1999 3 137060 4850
5 3 5.75 01/25/1999 7 158430 5600
5 4 5.75 01/25/1999 7 161470 5710
Average 5660
5 5 5.75 02/15/1999 28 230760 8160
5 6 5.75 02/15/1999 28 219450 7760
Average 7960
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 9 of 10
CYLINDER MEASURED MAXIbiUM ' COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 7 5.75 03/15/1999 56 246710 8730
Ten (10) gallons of water added.
Technician: Mike Odom Started: 2:00am Finished: 10:00am -r-rx,-n~ Engin~.,~nc'
Report Distribution:
(I) The Beck Group (I) The Beck Group
(i) Oromatzky Dupree & Assoc. (1) Daican, Inc. Eugcnc~larbour
(i) Brockette Davis Drake, Inc. (1) HBC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This repotx 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 10 of 10
CONCRETE COMPRESSIVE STRENGTH TES t
~901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/15/1999 Report No.: 9905054 Report Date
03/16/1999
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
Cotcr~,C~OR: BECK CONC~T~ CLASS: 8208
CONCRETE SUPPLIER: TXI Pcnc~v2cr OAT~: 0~15/1999 BATCH T~: 2:37pm
P~: 41 T~SA~LED: 3:05pm BY: Mike Odom
SPE~CA~ON ~QUI~~ ~RCO~mONS: Pa~y Cloudy
~G~: 5~ psi ~ 28 Days ~E~ (~ - AIR 68 g CONC~: 76 F
SL~: 6" Max TRUCKNO: 454 ~c~ No: 1240569
AIR: N/A nm CO~ (%): N/A v~ ~a~ (~: N/A
~T ~OD: AS~ C- 143 P~cm~ LOCA~ON:
R~f ~ium~ (4) A~a B RA-R.3, LI-9,2, R4.7-9.7, R4.3~.7
ASTM C-172
ASTM C-39
SA~ LOCATION: J. ! -9.2
PORT OF TESTS ac vn s: 5.50
~D SL~P DATE AGE LOAD. S~G~ F~~
S~ NO. (~) ~D (~ys) (!~ f~) (~ TYPE
1 1 5.50 0~1999 7 163530 5780
I 2 ~.~0 0~1999 7 173860 6150
Average ~970
I 3 5.50 03115/1999 28 197890 7~
I 4 ~.~0 03/1~/1999 28 2 I05~0 74~0
Avenge .7~0
I 5 5.50 ~/1~1999 56
Ten ~a~Zons of water added.
Technltian: Mike Odom Started: 2:00pm Finished: 4:00pm ~ ~olnaa~'~ae4~
Engin nc.
Report Distribution:
(I) The Beck Group (I) The Beck Group
(I) Gromatzk¥ Duprec & Assoc. (I) Dalcan, Inc. Eugene Harbour
(I) Brockettc Davis Drake, Inc. (!) HBC Engineering/Eugene Hathaur Vice President
(1) The B~ck 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 HBO Engineering, lac.
01TM Page I of 1
CONCRETE COMPRESSIVE STRENGTH TES '
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 01/18/1999 Report No.: 9902420 03116/1999
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 PLACEMENT DATE: 01/18/1999 BATCHTIME: 3:23pm
PLANT: 31 TIME SAMPLED: 4:15pm sv: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCONDmoNs: Fair
STaZN(rra: 5000 psi @ 28 Days Tlr. MPERATUa~ ~.,~nt 63 r coNcRETE: 68 r
SLUMP: 6.0" Max TRUCKNO: 480 TicKwrno: 1217978
Am: N/A Am CONTENT (~): N/A u~u-r WEIGHT (per): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Level IV building colunu~ (9) A,B, C,D O 6, A,B C ~7, N & M O 9
ASTM C-172 n~: Fifteen (15) gallons of water added.
ASTM C-39
SAMPLE LOCATION: A ~ 7
REPORT OF TESTS ACCUMULATIVE YARDS: 19.5
CVL DER SURED
MARKED SLUMP DATE AGE LOAD . STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (ihs. force) (psi) TYPE
1 1 6.00 01/19/1999 1 32390 1150
I 2 6.00 01/2511999 7 98460 3480
1 3 6.00 01/25/1999 7 105700 3740
Average 3610
I 4 6.00 02/1511999 28 155320 5490
1 5 6.00 02/1511999 28 145590 5150
Average 5320
I 6 6.00 03/15/1999 56 166020 5870
Technician: Mike Odom Started: 3:00pm Finished: 6:00pm ~ IE~.~c.
Report Distribution:
(I) Th~ Beck Group (I) Th~ Beck Group
(I) (;romaugy ~upree & Assoc. (t) Dalcan. tac. Eu~ne Harbour
(I) Broclame Davis Drake, Inc. (1) HBC Engineering/Eugene Harbour Vice President
(1) Tl~ Beck Oroup
This report is exclusively fro' the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Enginecrin~ Inc.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter grwy., Suite #100
DnIL~ T,~o~ 7S247
Date of Service: 02/12/1999 Report No.: 9904867 Report Date
03/16/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Cgppell 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'r~c'roR: BECK CONC~'TE Ct~SS: 8208
CONCRETE SUPPLIER: TXI ~'L~CEMEn'r DATE: 0~1 ~1999 BATCH T~: 1:34pm
e~: 41 T~S~L~: 2:15pm ~Y: .Mike Odom
SPEC~I~ON ~UI~ ~A~R co~moss: Fair
~G~: 5~ psi ~ 28 Days ~E~ (~- AIR 61
SL~: 6.0" Max TRUCK~O: 8~ mC~ NO: 1239~2
n~ N/A A~R CO~ (~}: N/A uN~ WE~G~ (~ N/A
~ ~OD: AS~ C-143 P~C~ LOCATION:
R~f- ~n~s~ stem wall & (4} ~f ~nthosue colu~ ~-9.~ RA-RS, R4.7-9.4m,
ASTM C- 172 a~.3.o.~.
ASTM C-39
SABLE ~ATION: Stemw~l ~ong Li~ RB
REPORT OF TESTS ~cc~v~
c~ga M~sv~n ~m~ co~s~
~ SL~P DA~ AGE LOAD S~G~
S~ NO. (~m) T~D (da~) (l~ f~{e) (p~) ~PE
I 1 5.25 0~ 19/1999 7 102340 3620
I 2 5.25 0~19/1999 7 106840 3780
Average 37~
I 3 5.25 0311~1999 28 153~0 5430
I 4 5.25 03/1~19~ 28 159080 5630
Avenge 5530
1 5 5.25 ~/~/1999 56
F~ve {5) 9aiions o~ water added.
T~h~cian: Mike Odom Sun~: 2:~pm ~h~: 4:~pm ~ Engi.~~
Re~ D~tribufion:
(I) ~ B~k G~p (1) ~ Beck Gmp
(I} G~y Du~e & A~. (1) Dal~n, lac. Eugen~ Harbour
(I) B~ket~ ~a DmZ, Inc. (1) H BC Engin~fin~ugea~ H~ur Vice ~esident
(!) ~ Beck Gmp
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, lac.
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