Verizon-LR 990329CONCRETE COMPRESSIVE STRENGTH TES'I
8901 Carpenter Frwy., Suite #100
Dallas, T,'~, 75247
Date of Service: 03/17/1999 Report No.: 9907914 Report Date
03/29/1999
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~cro~ BECK CONC~ CLASS: 8273
CONC~"r~stw~n,mR: TXI P~C~ DA~: 03/17/1999 BATCHT~: l:15pm
P~: 41 ~SA~LED: 2:~pm BY: Mike Odom
SPEC~CA~ON ~I~ ~RCO~mOSS: Cloudy
~~: 35~psi O 28Days ~~(~.Am 74 r CONCh: 76 r
SL~: 6.0" M~ TRUCK SO: 472 XiC~ ~O: 12~982
Am: 3~% Am CO~ (~): 4.1 U~ ~lO~ (~ N/A
~ M~OD: AS~ C- 143 P~c~ ~CA~O~:
~vel I, ~ A ~k
AS~ C-172
AS~ C-39 Twenty (~) ~ ofwa~ ~d
SABLE ~A~O~: See ~low
REPORT OF TESTS ACC~WYA~: 160
C~ER ~SU~ ~~ CO~SI~
~ SL~ DATE AG~ ~AD S~G~ F~
5ET NO. (~) ~ (da~) O~ f~) ~i)
I I 4.25 03~1999 7 77430 2740
I 2 4.25 03~1999 . 7 81410 2880
Avenge 2810
I 3 4.25 ~/14/1999 28
1 4 4.25 ~/14/1999 28
1 5 4.25 05/12/1999 56
Sample location: Upper (inside) dock slab ~ centerDoint area.
Technician: Mike Odom Started: l:00pm Finished: 5:30pm ~ En~~~nc'
Report Distribution:
(I) The Beck Group (1) The Beck Group
(1) Gromatzky Dupree & Assoc. (i) Dalcan, Inc. Eugene Harbour
(I) Brockette Davis Drake, Inc. (I) HBC Engineering/Eugene Harbour Vice President
(I) '1~ 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 I
CONCRETE COMPRESSIVE STRENGTH TESf!
8901 Carpenter Fr~., Suite#100
~ Texas 75247
Date of Service: 03/17/1999 Report No.: 9907915 Report Date
03/29/1999
Client No.: 08~.~025 Project No.: 43-2333-98
Client: The Beck Croup 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
CONT~Croa: BECK CONCR~T~ CLASS: 8208
CONCR~I'E SUPPLi~R: TXI PLACEMl~aNT DATE: 03/17/1999 BATCH T~l~:. 3:13pm
Pl~tWr: 41 TIME SAMPLED: 3:50pm BY: Mike Odom
SPECU~CAT~ON REQU~ w~aco~rrloNs: Cloudy
s~G~: 5~ psi ~ 28 Days ~~ (~. Am 72 ~ co~c~: 76 v
SL~: 6.0" Max ~ucK~o: 802 ~c~ ~o: 1265234
Am: N/A Am CO~ (~): N/A v~ ~a~ (~:. N/A
T~ ~OO: ASTM C- 143 P~c~ ~CA~ON:
~vel V ~f~lu~ ~C, ~mccn Lines E-H & 1~18
ASTM C-172
AS~ C-39
S~LE ~CATION: E ~ 16
PORT OF T TS YA : 47
CYL ER
~D SL~ DATE AGE LOAD S~NG~ F~
SET NO. (~) T~D (~) (l~ force) (~i) ~E
1 I 5.50 03~4/1999 7 1519~ 5370
1 2 5.50 03~4/1999 7 1492~ 5280
Average 5330
I 3 5.50 ~/14/1999 28
1 4 5.50 ~/14/1999 28
I 5 5.50 05/1~1999 56
T~h~dan: Mike Odom S~n~: 2:~m ~h~: 5:30pm ~ Engin~
Re~ D~t~bufion:
_--_-
I} ~ B~k G~p (I) ~ B~k G~p
(I) Gm~y Du~e & A~. (I} Dal~n, Inc. Eugene H~ur
!} B~t~ Dav~ DmZ, Inc. (1) HBC Engin~fin~Eu~ne ~r Vice ~esident
I) ~ B~k 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 1
'CONCRETE COMPR IVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Tesns 7~247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
03/29/1999
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 PLACEMENTOATE: 03/16/1999 BATCItTIME: 2:51am
PLANT: 41 TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIt~R CONDITIONS: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 48 v CONCRETE: 00 F
SLUSh': 6.0" Max TaOCKNO: 461 TICKETNO: 1262303
Am: N/A Am CO~t'~NT (%): N/A UNIT WEIGHT (pc./): N/A
TEST METiIOD: ASTM C- 143 PLACEMENT LOCATION:
Building slab, Area C Level V
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5 @ 13.5
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 0311811999 2 66810 2360
I 2 6.00 03/23/1999 7 131450 4650
I 3 6.00 03f23/1999 7 121840 43 l0
Average 4480
I 4 6.00 04/13/1999 28
I 5 6.00 04/13/1999 28
I 6 6.00 05/I 1/1999 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 1 of 7
l~eport No.: 9907797
Five (5) 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 2 of 7
CONCRETE COMPREaSIVE STRENGTH TES x'
8901 Carpenter F~wy. Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
03/29/1999
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
COr~rrRACTOR: BECK CONCRETV, CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03116/1999 BATCH TIME: 4: 14am
PLA~rr: 41 Tn~ SAMPLED: 4:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS W~Tm~R cot~rrlONS: Fair
~aTa: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 47
SLUMP: 6.0" Max TRUCKNO: 641 TICKETNO: 1262368
AIR: N/A AIR CONTENT (%): 1.4 UNIT WEIGHT (per): N/A
TEST MET~IOO: ASTM C- 143 PLAC,V,M~-~rr LOCATION:
See page
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F @ 15
REPORT OF TESTS ACCUmmATIw YARDS: 500
CYLU, ER UeASURED X UrU COMPREssrve
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTIJRE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.75 03/1811999 2 72970 2580
2 2 5.75 03/2311999 7 133620 4730
2 3 5.75 03/2311999 7 127210 4
Average 4620
2 4 5.75 04/1311999 28
2 5 5.75 04/1311999 28
2 6 5.75 05/1111999 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 7
Report No.: 9907797
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.
OILL Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TES 14
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
03/29/1999
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
CO~O'RAc'roR: BECK CONCRE'r~ CLASS: 8208
CONCRL~rE SUPPLIER: TXI PLAC~V~N'r DATE: 03/16/1999 BATClt TIMV-: 5:44am
PLANT: 41 TIME SAMPLED: 6:25am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER COt~rDmONS: Fair
sxREN<;'m: 5000 psi @ 28 Days TEMP~-RATORE(V)-AIR 46 F CONCRE'r~: 62 F
SLVM~: 6.0" Max TaUC~CNO: 641 TICr~ETt~O: 1262475
AIR: N/A am CONT~r ¢~): N/A uNrr WEIGHT (pc0.: N/A
~ MET~-IOD: ASTM C- 143 PLACEMENT LOCATION:
S~'m page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: G @ 16
REPORT OF TESTS accum x vE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch.) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.00 03/18/1999 2 87520 3090
3 2 6.00 03/23/1999 7 144670 5120
3 3 6.00 03/23/1999 7 147280 5210
Average 5170
3 4 6.00 04/13/1999 28
3 5 6.00 04/13/1999 28
3 6 6.00 05/11/1999 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 5 of 7
CONCRETE COMPREoSIVE STRENGTH TES
8901 Carpent~- Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03116/1999 Report No.: 9907797 Report Date
03/29/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Acm: 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~rRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLAC]~fFavr DATE: 03/16/1999 BATCH TIME: 7:17am
PL~IVT: 41 TIMESAMPLEO: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCOSDmONS: Fair
STrenGTH: 5000 psi @ 28 Days 'r~.M~EP. ATU~ (F) - AIR 51 F CONCRETE: 63 V
sLtr~: 6.0" Max TRUCKNO: 643 TicK~'r NO: 1262664
AIR: N/A Am CO~TE~rr {%): N/A u~rr w~io~rr (~0: N/A
TEST METtIOD: ASTM C- 143 PL~C~NT LOCATION:
Se~ page i
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: G.5 @ 17
REPORT OF TESTS ACCUMULAT E YARDS: 500
CYLe OER SUREO MAX OM COM Z ssnr
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.75 0311811999 2 76480 2700
4 2 5.75 03/23/1999 7 122060 4320
4 3 5.75 03/2311999 7 113080 4000
Average 4160
4 4 5.75 04/13/1999 28
4 5 5.75 04/13/1999 28
4 6 5.75 05/11/1999 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 6 of 7
¢OI ICRETE COMPREt SIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
03/29/1999
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 Copp¢ll, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CO~U~,ACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCH TnVm: 8:22am
PLANT: 41 ~ SOO'LED: 9:05am BY: Mike Odom
SPECIFICA'rlON REQUIREMENTS WEATIIERCOtVorrIoNS: Partly cloudy
STRENGXm 5000 psi @ 28 Days xvaozgsxtr~(t~. AIR 54 ~' CO~CREWg: 64 F
SLUMP: 6.0" Max TmJC~:~O: 461 TICr,~'rNo: 1262791
AiR: N/A Am co~rgNT ¢~): N/A u~rr WEIGm' (pcg: N/A
TEST METIIOD: ASTM C- 143 PLACgSm~T LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F @ 17,5
REPORT OF TESTS ACCUV x.srr sm s: 500
CY,-mOER M SOREO COM assnr
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TF_..qTED (days) (lbs. force) (p~i) TYPE
5 1 6.00 03/18/1999 2 68340 2420
5 2 6.00 03/23/1999 7 138950 4910
5 3 6.00 03/23/1999 7 142480 5040
Average 4980
5 4 6.00 04/13/1999 28
5 5 6.00 04/13/1999 28
5 6 6.00 05/I 1/1999 56
Technician:Report Distribution:Mike Odom Started: 2:00am Finished: 10:30am H~ E~Inc.
(I) The Beck Group ( 1 ) The Beck Group
{ I ) Gromatzk¥ Dupre¢ & Assoc. (1) Dalcan, Inc. Eugene Harbour
(1) Brockett~ Davis Drake, Inc. (I) H BC Engineering/Eugene Harbour Vice President
(1) The Beck Group
'Chis report is exclusively for the use of the client indicated above and shall trot be reproduced except irt full without the written approval of HBC Engineering, Inc.
0ILL Page 7 of 7