Verizon-LR 990413CONCRETE COMPRESSIVE STRENGTH TES i
8901 Carpenter Frwy~ Suite #100
Dallas, Texas 75247
Date of Service: 03/09/1999 Report No.: 9907123 Report Date
04/13/1999
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
CONTRAC'rOR: BECK coNcagrg ct~ss: 8208
CONCRETE SUPPLmR: TXI PLACV. M~rr DATE: 03/09/1999 aATCH TIM~: 12:27pm
PLANT: 4 ! . TIME SAMPLED: l:05pm aX,: Mike Odom
SPECIFICATION REQUIREMENTS WF. ATI~RCOt~mmoNs: Fair
STRE~;'m: 5000 psi @ 28 Days TEMPERATURE (F} - AIR 62 F CONCRETE: 67
SLt~M~': 6.0" Max ~tJCKNO: 459 Ticr~'r No: 1259513
AIR: N/A Am CONTENT (~): 1.2 unrr W'I~IGHT (p~: N/A
TEST SlE~iOO: ASTM C-143 PLaCeMENT LOCATION:
(20) Columns Area C Level V, E-H, 14-18
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E-18 & F-IS
REPORT OF TESTS ACCUMULATIVE YARD :
CYLINDER MEASURED MAXIMUM COMPRF,~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inci~s) TESTED (days) (lbs. force) (psi) TYPE
I I 5.75 03/16/1999 7 118640 4200
I 2 5.75 03/16/1999 7 17.3070 4350
Average 4280
I 3 5.75 04/06/1999 28 146920 5200
I 4 5.75 04/06/1999 28 152030 5380
Average 5290
I 5 5.75 05/04/1999 56
Ten (10} gel. lores of water added.
Technician: Mike Odom Started: h00pm Finished: 4:00pm H~
Report Distribution:
(I) The Beck Group (I) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan. Inc. Eugene Harbour
(I) Brockette Davis Drake. Inc. (I) H BC Engineering/Eugene Harbour Vice President
( I ) The Beck Group
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.
0ILL Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
89~1 Cm'wnt~ Frw~., Suit~ #10O
Dallm, Texas 75247
Date of Service: 02/12/1999 Report No.: 9904867 Report Date
04/13/1999
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~.aCTO~: BECK coNc~ET~ class: 8208
CONCRETE SU~I'LmR: TXI Pr~,c~rr DATE: 02/12/1999 BATCH Tn~: l:34pm
Pl~l~rr: 41 TIME SAMPLED: 2:15pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER cobromoNs: Fair
STmmaT~: 5000 psi @ 28 Days TEMP~-RATORE (V). AIR 61
SLO'M~: 6.0" Max TRUCK~O: 806 TICKZ'r ~O: 1239092
An~ N/A AIR CONTF. NT (~): N/A uNrr W~IOHT (~t):. N/A
TEST METHOD: ASTM C- 143 ~'LACE~.20' LOCATION:
Roof- pentbosue sum wall & (4) roof l~nthosue columns R$-9.2, RA-RS. R4.7-9.4m,
ASTM C- 172 R4.3-9.4,
ASTM C-39
SAMPLE LOCATION: Stcmwall along Line RB
REPORT OF TESTS ACCU rOrsxr,, -YARDS: 16
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTIJRE
SET NO. (inches) TESTED (days) (lbs. for~e) (psi) TYPE
I I 5.25 02/19/1999 7 102340 3620
I 2 5.25 02/19/1999 7 106840 3780
Average 3700
I 3 5.25 03/12/1999 28 153640 5430
I 4 5.25 03/12/1999 28 159080 5630
Average 5530
I 5 5.25 04/0911999 56 168940 5970
F£ve (5) gal. lons of war:er added.
Teehnleian: Mike Odom Started: 2:00pm Finished: 4:00pm
Report Distribution:
(I) Tbe Beck Group (!) Tbe Beck Group
(i) Groma~y Dapme & Assoc. (I) Oatcaa, loc. Eugene Harbour
(I) Brocketm Davis Drake, loc. (I) H BC Engineering/Eugene Harboat Vice President
(i) Tbe 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 I of I
CONCRETE COMPRESSIVE STRENGTH TESq-
ENGINEERING. INC.
8901 Carpenter Frwy., Suite #100
~ Texas 7~247
Report Date
Date of Service: 02/10/1999 Report No.: 9904621 04/13/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The B~k Group Project: GTE Shared Services
A~tn: Gill~u Berber Coppell Road & Corporate Driwe
1700 ?a¢ifi¢ Awe., Suit~ 3800 Coppell, Texas
Dallas TX 75201-4619
Services: Obtain samples og fresh concrete a~ the placemem locations, p~rform required field ~es~ and cas~
¢ompr~s~i¥~ ~rength samples.
PROJECT DATA
co~rrRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACk~,lF. err DATE: 02/1011999 BATCH TIME: 2:40am
PLANT: 3 ! TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIi~R cotforrioNs: Cloudy
STREN(;Tm 5000 psi @ 28 Days TEMPERATURE(F)-AIR 58 g CONCRETE: 79 g
SLUMP: 6.0" Max TRUCK NO: 484 T~CKET NO: 1235838
AiR: N/A Am COtO'ENT (~): N/A tr~rr WEIGHT (pcB: N/A
TEST METIIOD: ASTM C- ! 43 PLAC~ENT LOCATION:
Roof slab Area B 5.7.13
ASTM C- I72 Note: Five (5) gallons of water added.
ASTM C-39
SAMPLE LOCATION: Beam along Line 6 @ C Line
REPORT OF TESTS ACCUMULATIVE YARDS: 550
C~,~ER M~suREo ~xe~ COMPRESSlV~-
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.25 02/12/1999 2 98460 3480
I 2 5.25 02/17/1999 7 146580 5180
I 3 5.25 02/1711999 7 130320 4610
Average 4900
I 4 5.25 03110/1999 28 177160 6270
I 5 5.25 03/10/1999 28 179230 6340
Average 6310
! 6 5.25 0410711999 56 193740 6850
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 I of 5
CONCRETE COMPRESSIVE STRENGTH TES'i
8901 Carpenter Frwy., Suite #100
~ T~x~s 75247
Report Date
Date of Service: 02/10/1999 Report No.: 9904621
04/13/1999
Client No.: 0864402~ .Project No.: 43-2333-98
Client: The Beck Group Project: OTE 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 CONCP. ETE CLASS: 8208
CONCRErE SUPPLIER: TXI PLACEM~¢r DATE: 02/10/1999 BATCH TIME: 4: 17am
VL~rr: 31 TIME SAMPLED: 5:00am BY: Mike Odom
SPV. X~WlCATION REQUmEM~NTS w~R cot~moNs: Cloudy
S'm~2qGTH: 5000 psi @ 28 Days TEMPEgAXmU~ O~ - AIR 60
SLC~tP: 6.0" Max TaUCK~qO: 541 TiCg~'r NO: 1235918
Am: N/A Am cotvrw.~rr (,~): N/A u~rrr w~iowr (pc0: N/A
TF, ST MWrHOD: AST~[ C- 143 pt.AC~-lXtEzfr LOCATION:
See page I
ASTM C-172 Note: Fifteen (15) gallons of water added.
ASTM C-39
SAMPLE LOCATION: Along Line N @ 9.3
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 02/12/1999 2 116000 4100
2 2 5.75 02/1711999 7 156020 5520
2 3 5.75 02/1711999 7 152650 5400
Average 5460
2 4 5.75 03/10/1999 28 199670 7060
2 5 5.75 03/10/1999 28 204670 7240
Average 7150
2 6 5.75 04/07/1999 56 216880 7670
This repcax 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 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/10/1999 Report No.: 9904621 Report Date
04/13/1999
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 OATE: 02/10/1999 hATCH TIME: 4:17am
PLANT: 31 TIME SAMPLED: 6:15am nY: Mike Odom
SPECIFICATION REQUIREMENT~ WEATHER CO~OmO~'s: Cloudy
s~?.~;'m: 5000psi @ 28 Days TEM~ERA~ at).Alg 62 r CONCRE'r~: 77 r
SLtrt~: 6.0" Max TgUCX~NO: 738 TICt~"r NO: 1236006
AIR: N/A AIR CONTENT (~): N/A Unit wEIG~rr (peag:. N/A
TEST METiIOD: ASTM C-143 PLACEMENT LO4~ATION:
See page I
ASTM C- 172 note: Ten { I 0) gallons of water added.
ASTM C-39
SAMPLE LOCATION: Along C.5-D @ 7
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.50 02/12/1999 2 112550 3980
3 2 5.50 02/17/1999 7 156680 5540
3 3 5.50 02/17/1999 7 143320 5070
Average 5310
3 4 5.50 03/10/1999 28 173750 6140
3 5 5.50 03/10/1999 28 167000 5910
Average 6030
3 6 5.50 04/07/1999 56 189460 6700
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 3 of 5
CONCRETE COMPREbSIVE STRENGTH TES'I
8901 Carpenter grwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 02/1011999 Report No.: 9904621
04/13/1999
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,rr~,croR: BECK CONCm~T~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLAC~Z~rT OATZ: 02/10/1999 SATCH T~: 6:56am
P~: 31 Tree SAILED: 8:~am BY: Mike Odom
SPECfflCA~ON ~UI~M~ ~R co~mo~s: Pauly cloudy
~Na~: 5~psi O 28Days ~~{~-Am ~ r CONCh: 75 F
SL~: 6.~ Max T~C~ NO: 480 XiC~ NO: 1236170
Am: N/A Am CO~ (~): N/A V~ ~ (~0~ N/A
~T M~OD: ASTM C-143 P~C~E~ ~ATION:
S~ page !
ASTM C- 172 N~: Ten (I 0) ~11~ of wat~ add~,
AS~ C-39
SABLE ~CATION: Along M.5 ~ 9.7
PORT OF TESTS YA S: 550
MUS D
~D SL~P DA~ AGE ~AD S~G~ ~~
S~ NO. (~) T~D (d~ys) (1~ f~ce) (~) TYPE
4 I 5.75 0~1~1999 2 83460 2950
4 2 5.75 0~17/1999 7 120620 4270
4 3 5.75 0~17/l~9 7 l 18740 42~
Avenge 4240
4 4 5.75 03/10/1999 28 180130 6370
4 5 5.75 03/10/1999 28 182620 ~60
Avenge ~20
4 6 5.75 ~/07/t999 56 t987~ 7030
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.
0ILL Page 4 of 5
CONCRETE COMPREbSIVE STRENGTH TES i
8901 Carpenter gr~., Suite #100
Dallas, T~as 75247
Report Date
Date of Service: 02/1011999 Report No.: 9904621 04/13/1999
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
CONTaA~R: BECK CONCa~'T~ CLASS: 8208
CONCa~r~ SUPPLIng: TXI PLAC~nV.r~ DAT~: 0~10/1999 BATCH T~: 8:39am
P~: 31 T~ SA~O: N/A aY: Mike Odom
SPEC~CA~ON ~QUI~b~ ~R CO~lO~: Cloudy
S~G~: 5~psi ~ 28Days ~E~(~-Am 70 V COSC~: 75 F
SL~: 6.~ M~ TaUC~SO: 428 ~c~ ~o: 123~5
Am: N/A Am co~ (~): N/A u~ ~to~ (~ N/A
T~ M~OD: AS~ C-143 ~c~ ~A~OS:
~c paso 1
ASTM C- 172 N~: Ten (I0) ~i1~ of wa~ add~.
ASTM C-39
SABLE ~CA~ON: Along 12, Lien E.5-F
REPORT OF STS YA : 530
M SV O
~D SL~P DA~ AGE LOAD S~G~ F~~
S~ NO. (~h~) ~ED (days) (!~ fore) (~i) ~PE
5 1 5.50 0~1~1999 2 92~0 3280
5 2 5.50 0~17/1999 7 127750 4520
5 3 5.50 0~17/19~ 7 121840 4310
Average ~20
5 4 5.50 03110/.19~ 28 172710 6110
5 5 5.50 03/10/1999 28 18~0 6390
Avenge 6250
5 6 5.50 ~/07/1999 56 1954~ 69 I0
Technician: Mike Odom Started: 2:00am Finished: 12:00pm ~ Engln~ru~.
Report Distribution:
(I) The Beck Group (I) The Beck Group
(1) Gromatzky Dup~ee & Assoc. (I) Dalcan, Inc. Eugene Harbour
(I) Brockeue Davis Drake, Inc. (1) H BC Engineering/Eugene Harbour Vice President
(I) 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.
0ILL Page 5 of $