Verizon-LR 990310CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpanter l~y., Suite #100
Dalla% T~*'~n~ 75247
Date of Service: 01/11/1999 Report No.: 9901730 Report Date
03/10/1999
Client No.: 08~.025 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
conxRAc'roR: BECK CONCgETg Ct,ASS: 8208
CONCggrg SUPI'U~: TXI ~,LXCg~yavr DATE: 01/11/1999 BATCH TaYto: 3:46am
Pt,At~: 41 xn~SAM~LED: 4:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WF..kTI~RCOt~mrrio~: Fair
S~GT~.. 5000 psi @ 28 Days TEM~ERA~Jm~ (~. AiR 42 F concnm~: 55 v
s~-~: 6.0" Max TRUCKNO: 470 TICY,~r NO: 1211055
Am: N/A Am conTEt, rr ¢,~): N/A u~rr w~i~;trr (~.: N/A
TF.~T METIIOD: ASTM C- 143 Pt. ACEM~t~rr LO~ATION:
Level IV, building slab 1-:$.7 & A-D
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A.5 @ 1.5
REPORT OF TESTS Accvmnaxrv YARDS: 510
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (laches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 0111411999 3 105870 3740
1 2 6.00 01 / 18/1999 7 136780 4840
1 3 6.00 01/18/1999 7 142670 5050
Average 4950
I 4 6.00 02/08/1999 28 212870 7530
1 5 6.00 02/08/1999 28 204390 7230
Average 7380
I 6 6.00 03/08/1999 56 225410 7970
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the wrinen approval of HBC Engineering, Inc.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
D~llas, Texas 75247
Date of Service: 01111/1999 Report No.: 9901730 Report Date
03/10/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Oillett 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 CONCaETE CLASS: 8208
CONCaX'r~ SUPS'LIng: TXI PLAC~.:M~AVr DATE: 01111/1999 BATCH TM: 5:10am
PLANT: 41 TIME SAMPLED: 5:50tim BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CObrDrrxoNS: Fair
s'ra~(;'m: 5000 psi @ 28 Days TEMPERATURE (F). AIR 38 F CONCRETE: 55 g
SLUM~: 6.0" Max TRVCK NO: 450 TICg~r NO: 1211104
Am: N/A Am cobrr~N'r (,~): N/A unrr w~l(~trr (p~.-. N/A
~ M~M~M~M~M~M~M~M~M~M~mOD: ASTM C- 143 PLACEMEtCr LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B @ 2
REPORT OF TESTS AC TIv VA]RI)S: 510
CYLINDER MF..ASURED lkqA. XlMUM COMPRESSI'~,q~
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (11~ force) (psi) TYPE
2 I 5.75 01/14/1999 3 113820 4030
2 2 5.75 01/18/1999 7 141660 5010
2 3 5.75 01/18/1999 7 143870 5090
Average 5050
2 4 5.75 02/08/1999 28 226520 8010
2 5 5.75 02/08/1999 28 236900 8380
Average 8200
2 6 5.75 03/08/1999 56 250870 8870
This rep~ 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.
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CONCRETE COMPRESSIVE STRENGTH TES3'
8901 Carpenter Frwy. Suite #100
D;dlss, Texas 75247
Date of Service: 01/11/1999 Report No.: 9901730 Report Date
03/10/1999
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~rrRAcroa: BECK CONC~ CLASS: 8208
CONCRetE SUPPLIER: TXI P~nC~V~rr DATE: 01/11/1999 BATCH XnS_~: 6:17am
P~,~rr: 41 T~ SAMPt~D: 6:50am BY: Mike Odom
SPECXFICATION REQUIREMENTS WEATHER CONDITIONS: Fail'
STm~N~'m: 5000 psi @ 28 Days TEM~Z~T~RE (~. Am 40 F CONCRETE: 55 F
SLUMP: 6.0" Max TgUC~CNO: 458 ~cr~'rNo: 1211166
nxm N/A AIR cot~TEtvr (,~): N/A t~iT WEIGHT (peO.'. N/A
TF_~T tvm'rtioD: ASTM C- 143 PLACEMEtVr LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: C @ 3
REPORT OF TESTS ACCUMULA VE YARDS: 510
CYLINDER MEASURED MAXIMUM COM~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ib~ force) (psi) TYPE
3 1 5.50 01/14/1999 3 126070 4460
3 2 5.50 01/18/1999 7 192590 6810
3 3 5.50 01118/1999 7 204100 7220
Average 7020
3 4 5.50 02/0811999 28 234570 8300
3 5 5.50 02/08/1999 28 220780 7810
Average 8060
3 6 5.50 03/08/1999 56 248030 8770
This repo~ is exclusively for the usc of thc client indicated above a~d shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TESI' '
8901 Carpenter- Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/11/1999 Report No.: 9901730 Report Date
03/10/1999
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
CONTaAcroa: BECK coNc~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLAC~IE~'r DATE: 01/11/1999 BATCH T~: 7:lSam
P~: 41 T~Z SAILED: 8:~am BY: Mike Odom
SPEC~I~TION ~UI~ ~R co~mo~: Fair
~G~: 5~psi~ 28Days ~~(~-Am 41 V CO~C~: 55 F
SL~: 6.0" M~ ~uC~O: 453 x~C~ ~O: 1211294
AIR: N/A Am co~ (%): N/A UN~ WEIG~ (~: N/A
~ M~IOD: AS~ C-143 P~c~ ~CATION:
~ page 1
AS~ C-172
AS~ C-39
SAMPLE ~CA~ON: C ~ 3.3
PORT OF T TS 510
CYL~ER ~U~D ~~! COheSiVE
~D SL~P DA~ AGE LOAD S~G~ F~~
S~ NO. (~) ~ (da~) ~ force) (~i) ~E
4 I 5.25 01/1~ 1999 3 103740 3670
4 ~ 5.25 01/1~1999 7 1&73~0 ~I0
4 3 5.25 01/18/1999 7 142720 5050
Avenge 5130
4 4 5.25 0~8/1999 28 223550 7910
4 5 5.25 0~08/1999 28 2417~ 8550
Average 8~0
4 6 5.25 03/08/1999 56 254330 8990
This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPRESSIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 0111111999 Report No.: 9901730 Report Date
03/10/1999
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 PLAcgMgivr DATE: 01/11/1999 BATCH Tnvm: 8:41am
PLANt: 41 TIME SAMPLED: 9:25am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRgNGTH: 5000 psi @ 28 Days TEMPEga~Jm~ ~. Am 50 F CONCRETE: 55 F
SLUMP: 6.0" Max TRUCKNO: 461 TICKETNO: 1211437
AIR: N/A Am CO~rr (,~): N/A u~wr WgmUT (pc0: N/A
TF.,~I~ METIIOD: ASTlVI C- 143 PLACEME~rr LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: C-4
REPORT OF TESTS Acc a Tr YARD : 510
C ER ,, -,,sURED com, REssr
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch.) TESTED (days) (lbs. for~) (psi) TYPE
5 1 5.50 01/14/1999 3 106020 3750
5 2 5.50 01/18/1999 7 168550 5960
5 3 5.50 01/18/1999 7 154600 5470
Average 5720
5 4 5.50 02/08/1999 28 217620 7700
5 5 5.50 02/08/1999 28 223890 7920
Average 7810
5 6 5.50 03/08/1999 56 241350 8540
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 5 of 6
l~epo.rt No.: 9901730 ,,~,,,~,~
Note: Ail samples and slumps were taken at hopper. Ten gallons of water was added
for this set.
Technician: Mike Odom Started: 3:00am Finished: lO:OOam ~ Eng~
Report Distribution:
(1) The Beck Group (1) The Beck Group
(1) Gromatzky Dupree & Assoc. (I) Daican, Inc. Eugene Harbour
(i) Brockette Davis Drake, Inc. Vice President
(i) The Beck Group
This report is exclusively for the use of ~he client indicated above nnd shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpente~ Frwy., Suite #100
~ Texas 75247
Date of Service: 03/01/1999 Report No.: 9906359 Report Date
03/10/1999
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
coto'~crom BECK CONCn~"r~ ct,~s: 8208
CONCRETE SUPPLIER: TXI PLACEM~tr DATE: 03101/1999 BATCH TIME: 12:229m
PLA~r: 31 TIME SAMPLED: h20pm BY: Mike Odom
SPECi~CATION REQUIREblEN~ WEATHER CoNDmONS: Fair
s'rRE~TH: 5000 psi @ 28 Days TE~v~-~TIn~ (v). Am 76 F CONCRZ'ng: 76 F
SLUMP: 6.0" Max T~UC~NO: 559 TICKET NO: 1253231
AiR: N/A Am cOWrENT (~): N/A uNrr wEK;irr (po'):. N/A
TEST METHOD: ASTIV~ C- 143 ~L~C~n~:~T LOCATION:
(20) Level Ill-IV columns Area C
ASTM C-172
ASTM C-39
SAblPLE LOCATION: E @ 14
REPORT OF TESTS YARDS: de4
CYLINDER MEASURED MAX~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (incl~s) TESTED (days) (11~ force) (psi) TYPE
I 1 5.75 03/08/1999 7 133050 4710
1 2 5.75 03/08/1999 7 137950 4880
Average 4800
I 3 5.75 03/29/1999 28
I 4 5.75 03/29/1999 28
1 5 5.75 04/26/1999 56
Technician time: See Report 89906360 ~
Ten (10) gallons of water added.
Technician: Mike Odom Started: Finished: H~
Report Distribution:
(I) The Bo:k Group (!) The Beck Group
(I) Gromatzky Duprec & Assoc. (1) Dalcan, Inc. Eugene Harbour
(I) Brockette Davis Drake, Inc. Vice President
(1) The Beck Group
This report 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.
0ILL Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST'
8991 Cm'pea~r Fray., Suit~ #100
D~las, Teums 7S247
Date of Service: 0310111999 Report No.: 9906360 Report Date
0311011999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Arm: 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
coNTn.~croR: BECK CONCRETE CLASS: 9506
CONCRE'rESU~LmR: TXI ~'LAC~DATE: 03/01/1999 SATCHTE~E: l:21pm
PLANT: 41 xnm~ SAMPLED: N/A SY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDmONS: Fair
STRF~(;TH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 76 g CONCRETE: 78 ~
SLUMP: 6.0" Max TRUCKNO: 804 Ticg_~-'r NO: 1253330
AIR: N/A Am COt~'Eirr (~S): 2.8 Ut, OT WEXGtrr (t~ N/A
TEST METIIm): ASTM C- 143 ~'LAC~ LOCATION:
Dock ramp Area A Level I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 10' S of building tie-in
REPORT OF TESTS ACCUMULATIVE YARDS: 50
cYLmO .R COMPR nr
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
S~F NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.00 03/08/1999 7 95080 3360
I 2 6.00 03/08/1999 7 96030 3400
Average 3380
I 3 6.00 03/29/1999 28
I 4 6.00 03/29/1999 28
I 5 6.00 04/26/1999 56
Ten (10) gallons of water added.
Technician: Mike Odom Started: l:00pm Finished: 4:00pm ~g,
Inc.
Report Distribution:
(I) The Beck Group (1) The Beck Group
(I) Gromatzky Dupree & Assoc. (!) Dalcan, inc. Eugene Harbour
(1) Brockette Davis Drake, Inc. Vice President
(1) The Beck Group
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc wriucn approval of HBC Engineering, Inc.
0iLL Page 1 of I