Verizon-LR 990317CONCRETE COMPRESSIVE STRENGTH TES'I'
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905190 Report Date
03/17/1999
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 CONCRET~ CLASS: 8208
CONCRE'rE SUPPLIER: TXI PLACEMENT DAT~: 02/16/1999 BATC~ TaYto: 11:24am
PLANT: 41 TIME SAMPLED: 12:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDmONS: Fair
STREN(;TII: 5000 psi 6} 28 Days TEMPERATURE (F)-AXR 66 ir CONCRETE: 75 ir
SLUMP: 6.0" Max TRUCK NO: 807 TICKET NO: 1241557
AIR: N/A AIR COt, trENT (~): N/A VmT w~x(;~-rr (p~: N/A
TEST MET~OO: ASTM C-143 PLACEMENT LOCATION:
(5) Roof colunms, Area B ~ R-2.9 ~ 9.7, R2.9 ~ 9.4, J ~ 9.8, RA ~ R2, I/5 ~ RE and
ASTM C- 172 roof elev. slab
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUm A E YARDS: 580
CYLINDER MEASURED MAX~iUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTtl FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.00 02/23/1999 7 147520 5220
1 2 6.00 02/23/1999 7 136820 4840
Average 5030
1 3 6.00 03/16/1999 28 173650 6140
I 4 6.00 03/16/1999 28 183750 6500
Average 6320
I 5 6.00 04/13/1999 56
Sample location: R2.9 @ 9.4, (25) approx, yards placed on top
Technician time: See Report #9905191 Five (5) gallons of water added
Technician: Mike Odom Started: ~ Eng
Report Distribution:
(1) Thc B~ck Group (1) The Beck Group
(I) Gromatzky Dupree & Assoc. (1) Dalcan, Inc. Eugene Harbour
(I) Brockette Davis Drake, Inc. (i) HBC Engineering/Eugene Harbour Vice President
(1) Thc 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.
0ILL Page 1 of 1
EONCRETE COMPRESSIVE STRENGTH TES I
8901 Carpenter Fr~., Suite #100
Dallas, T~ 75247
Date of Service: 02/16/1999 Report No.: 9905191 Report Date
03/17/1999
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
cot~rRAcyroa: BECK CONC~rTE Ct,nBS: 8208
CONCRETE SUPPLIER: TXI PLnCnVt.~rr DA~: 02/16/1999 BATCH TnVtE: 9:39am
PLAt, ri': 41 TI1VIESAMPLED: 10:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCO~DrrloNS: Fair
STRF~CT~I: 5000 psi @ 28 Days 'mMl'F.l~T~ (F)- AIR 62 r CONCg~r~: 74
SLUSO': 6.0" Max TItUCKNO: 715 T~CKET NO: 1241394
AIR: N/A AIR coivrFavr (~s): N/A UNIT WEIGHT (pc0:
T~Xr METHOD: ASTM C- 143 PLAC~Vl~_~rr LOCATION:
Dock/patio Level 1, 20' screen wall area A, building I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: First lift, south end
REPORT OF TESTS ACCUMULATIVE YARD : 40
CVLt rOER MAX m co ar.
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.50 02/23/1999 7 155280 5490
1 2 5.50 02/2311999 7 160570 5680
Average 5590
I 3 5.50 03116/1999 28 200790 7100
I 4 5.50 03/16/1999 28 206370 7300
Average 7200
I 5 5.50 04/13/1999 56
Technician: Mike Odom Started: 9:00am Finished: 3:00pm I-~ Engin,.~~~
Report Distribution: '
(1) The Beck Grovp (1) Thc Beck Group
(1) Oromatzky Duprce & Assoc. (1) Dalcan, loc. Eugene Harbour
(I) Brocketle Davis Drake, Inc. (I) HBC Engineering/Eugene tlarbour Vice President
(I) Thc Beck Group
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.
0ILL Page I of 1
CONCRETE COMPRESSIVE STRENGTH TESt'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/19/1999 Report No.: 9902556 Report Date
03/17/1999
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~vraxcroR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMEt~rr DATE: 01/19/1999 BATCH TIME: l:53pm
PLAtt'r: 41 TIME SAMPLED: 2:30pm BY: Mike Odom
SPECIFICATION REQUIREblF_aNTS WEATi~R com~moNs: Partly cloudy
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F). AIR 71 V CONCRETE: 75 F
SLUMP: 6.0" Max TRUCK NO: 643 TICKET NO: 1219169
AIR: N/A AIR co~rrE~rr (~): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEbIENT LOCATION:
Level IV building columas (16) A & B-8, K, J, L, M, N, P @ 9.3, K,
ASTM C-172 K ~ 9
ASTM C-39 Note:Fifteen (15} gallons of water a~ed.
SAMPLE LOCATION: A@8
REPORT OF TESTS ACCLrblULA VE YARDS: 35
CYL ER M -ASURED Aram COMPR SSlV
IVlARKED SLUMP DATE AGE LOAD STRENG~t FRALTFURE
SET NO. (inchez) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.75 01/21 / 1999 2 129460 4580
I 2 5.75 01/26/1999 7 143770 5080
I 3 5.75 01/26/1999 7 153780 5440
Average 5260
.1 4 5.75 02/16/I999 28 177110 6260
1 5 5.75 02/16/1999 28 178100 6300
Average 6280
I 6 5.75 03/16/1999 56 192440'[_rM'-n 6810 _.,~ ~'j
Technician: Mike Odom Started: l:30pm Finished: 5:00pm ~ Engin~_ot~Fu~- Inc.
Report Distribution:
(I) The Beck Group (I) The Beck Group
(I) Gromatzky Dupree & Assoc. (1) Dalcan, Inc. Eugene Harbour
(I) Brock~ne Davis Drake, Inc. (1) H BC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This report is exclusively fo~ th~ 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 I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
03/17/1999
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~rrRACTOR: BECK CONCR~r~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DAT~: 02/16/1999 BATCH TIME: 3:18pm
PLANT: 41 TIME SAMPLED: 3:45pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDrrlo~S: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (V)-Sm 62 r CONCRETE: 73 r
SLUMP: 6.0" Max TRUCK ~O: 805 TICK~-T NO: 1248759
AIR: N/A AIR CONTENT (%): N/A uNrr WEXGHT (pc0.: N/A
'rEST METIIOO: ASTM C- 143 PLACEMENT LOCATION:
Building slab, level II Area C between 13-18. E-H
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 17.5 @ F
REPORT OF TESTS ACC eOLATIv YARDS: 510
CYLINDER blEASURED MAXIM'UM COMPRESSIVE
MA RKED SLUMP DATE AG E LOAD STRENGTH FRACTURE
SET NO. (hches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.50 02/18/1999 2 104360 3690
I 2 5.50 02/23/1999 7 135970 4810
1 3 5.50 02/2311999 7 145870 5160
Average 4990
1 4 5.50 03/16/1999 28 219510 7760
I 5 5.50 03/16/1999 28 220210 7790
Average 7780
I 6 5.50 04/13/1999 56
This report is exclusively for the usc of the client indicated above and shall not be rcptodueed except ia full without the written approval of HBC Engineering, Inc.
0ILL Page I of 8
Report No.: 9905145
Twenty five (25) Gallons of water added.
This report 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.
0ILL Page 2 of 8
CONCRETE COMPRESSIVE STRENGTH TESI"
8901 Carpentcn- grwy., ~uite #100
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
03/17/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Atto: Gillctt 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: 02/16/1999 BATCH TIblE: 4:3 lam
PLANT: 41 TIME SAMPLED: 4:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCOt~rDrrIot~s: Fair
ST~NGTH: 5000 psi @ 28 Days TEMPERATURE(ID-AIR 59 F CONCRETE: 71 P
SLU~P: 6.0" Max TRVCKNO: 716 T~C~CETNO: 1240831
AIR: N/A AIR CO~rr~NT (%): N/A UNIT WEIGHT (pcO:. N/A
T~ST METHOO: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along E.5 @ 16.5
REPORT OF TESTS ACCtr OLa VE YARDS: 510
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD. STRENGTH FRACTURE
SET NO. (inches) TESTED (d~ys) (ll~ force) (psi) TYPE
2 I 6.00 02/1811999 2 ' 85900 3040
2 2 6.00 02/23/1999 7 162400 5740
2 3 6.00 02/23/1999 7 147850 5230
Average 5490
2 4 6,00 03/16/-1999 28 187320 6620
2 5 6.00 03/16/1999 28 188800 6680
Average 6650
2 6 6.00 04/13/1999 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.
0iLL Page 3 of 8
CONCRETE COMPRESSIVE STRENGTH TES'I'
ENG--, ll~C.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
03/17/1999
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 CONC~'r~ CLASS: 8208
CONCRETE SUPPLIER: TXI P~c.~4raer DA're: 02/16/1999 BATCH TIME: 5:49am
PLnt~r: 41 TIME SAMPLED: 6:10am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTtI: 5000 psi @ 28 Days TE~n'ERATURE (Ir). AIR 58 F CONCRETE: 71 F
SLUMP: 6.0" Max TRUCKNO: 802 'TICKET NO: 12440916
AIR: N/A Am cotvrgt~rr (./.): N/A UNIT WEIGHT (per).. N/A
TEST METIIOD: ASTM C-143 PLACE~XtENT LOCATION:
See page i
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along G,5 @ 15.5
REPORT OF TESTS ACCUMULATIVE YARDS: 510
CVLU oea MEASUREO COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.75 02/1811999 2 106440 3760
3 2 5.75 02/2311999 7 165390 5850
3 3 5.75 02/23/1999 7 158310 5600
Average 5730
3 4 5.75 03/16/1999 28 228560 8080 -
3 5 5.75 03/16/1999 28 239400 8470
Average 8280
3 6 5.75 0411311999 56
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 4 of 8
Report No.: 9905145 ~
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 Englnccring, Inc.
OILL Page 5 of 8
CONCRETE COMPRESSIVE STRENGTH TESrl
ENGINEER/NG, INC.
8901 Carpenter grwy., Suite #100
Dail~, T~as 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
03/17/1999
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~-rRAc'roR: BECK CONCRET~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT VA'tX: 02/16/1999 BATCH TIME: 6:139am
PLANT: 41 TIME SAMPLED: 7:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTIt: 5000 psi @ 28 Days TEMPERATURE {ir). AIR 59 F CONCRETE: 73 F
SLUMP: 6.0" Max TRUCK t~O: 802 TICKET NO: 1241005
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
o
TEST ME~IOO: ASTM C- [43 PLACEMENT LOCATION:
Sec page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Aiong G.5 @ 14
REPORT OF TESTS AccuMm~TivE V^RVS: 510
CYLINDER MEASURED MAXLMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. forte) (psi) TYPE
4 1 5.75 02/18/1999 2 100980 3570
4 2 5.75 02/23/1999 7 165030 5840
4 3 5.75 02/2311999 7 148980 5270
Average 5560
4 4 5.75 03/16/1999 28 210960 7460
4 5 5.75 03/16/1999 28 208910 7390
Average 7430
4 6 5.75 04/13/1999 56
This report is exclusively for the use of thc client indicated above and shall not bc reproduced except in full without thc written approval of HBC Engineering, inc.
01LL Page 6 of 8
.
. R~eport No.: 9905145
Ten (10) 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 7 of 8
CONCRETE COMPRESSIVE STRENGTH TES I
8901 Carpenter gr~., Suite #100
Dallas, T~zas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
03/17/1999
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~CTOm BECK CONCax'r~ CLASS: 8208
CONCRETE SUPPLIER: TXI Pt~,CF.M~rr DATE: 0~16/1999 BATCH T~E: 7:28am
P~: 41 T~SA~D: 8:05~ ~Y: Mike Odom
SPEC~CA~ON ~QUI~ ~R commons: Fair
S~OTH: 5~ psi ~ 28 Days ~Pg~ ~. AIR 59 F CONC~TE: 74
SL~: 6.0" M~ TRUCKNO: 802 ~C~ NO: 1241117
AIR: N/A Am CO~ (~): N/A ON~ ~IGHT (~: N/A
~ M~IOD: ASTM C- 143 P~C~ ~CATION:
~ page I
ASTM C- 172 %, ~ms or wa~ a~.
ASTM C-39
SAMPLE LOCATION: Along G.5 ~ 13.5
PORT OF AC YA : 510
~D SL~P DA~ AGE LOAD. S~G~ F~
S~ NO. (~) T~D (~) (i~ force) (~i)
5 I 6.~ 0~1~1999 2 1129~ 3990
5 2 6.~ ~23/1999 7 1733~ 6130
5 3 6.~ 0~3/1999 7 1851~ 6550
Avenge 6340
5 4 6.~- 03/1~1999 - 28 2211~ 7820
5 5 6.~ 03/1~1999 28 218~ 7730
Avenge 7780
5 6 6.~ ~/13/1999 56 '
"
T~ffi~an: Mike Odom 8ta~: 2:ffira ~: 9:~am Enginee
(I) G~ Du~e & A~. {I) Dal~, Inc. ~ge~ Harbour
(I) B~t~ Davi~ D~k~, Inc. (1) HBC ~ngine~dn~ugen~ Har~ Vice President
(I) ~ Beck Group
~is ~ is encl~ively for ~e use of ~e client in~d a~ve ~d s~ll not ~ ~p~uced except in full wi~ut ~e w~Ren ~prov~ of HBC Enginee~ng, Inc.
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