Verizon-LR 990211CONCRETE COMP IVE STRENGTH TEST
Date of Service: 01/13/t999
Client No.: 08644025
Report No.: 9902044
Project No.: 43-2333-98
.8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/11/1999
Client:
The Beck Group
Attn: Gillett Bcrger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CO~aACTOa: BECK
CONCRgr~sta'PLmm TXI
PLANT: 41
SP~CA~
S~~: 5~ psi ~ 28 Days
sc~: 6.0" M~
Am: N/A
x~ ~om AS~ C- 143
AS~ C-172
AS~ C-39
SAMPLE LOCATION: Column B @ 5
CYLINDER MEASURED
MARKED SLUbiP DATE
SET NO. (incl~s) TESTED
1 I 6.00 01/14/1999
PROJECT DATA
CONCRETE CLA~: 154
PLACEMENT DATE: 01/13/1999 BATCH TUrin: 12:27pm
TIME SAMPLED: l:00pm BY: Mike Odom
WEATffi~R CONI)mONS: Cloudy
TEMPERATURE (F). AIR 44 F CONCRETE: 58 F
MUCK NO: 474 TICKET NO: 1214143
AIR coNTEtrr (%): N/A u~rr v~m~rr (tz:0: N/A
PLACEMENT LOCATION:
Level IV columns (20) Lines 1-5 & A-D, west wing
REPORT OF TESTS ACCUMULATIVE YARDS: 45
MAXllVlUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (il~. force) (psi) TYPE
1 1240O 440
I 2 6.00 01/15/1999 '2 59640 2110
I 3 6.00 01/20/1999 7 123460 4370
1 4 6.00 01/20/1999 7 119710 4230
Average 4300
I 5 6.00 02/10/1999 28 218430 7720
1 6 6.00 02/10/1999 28 237460 8400
Average 8060
This repoa is exclusively for th~ use of the client indicated above and shall not be reproduced excePt in full without Ihe written approval of HBC Engineering, Inc.
0ILL Page I of 2
Repo. rt No.: 9902044
CYMNDER MEASURED
MARKED SLUMP DATE
set NO. (hw~h~) T.F~I~D
1 7 6.00 0311011999
Note: Columns Dlaced by mud bucket.
(days)
56
MAXIMUM
LOAD
Obs. force)
COMPRESSIVE
STRENGTH
Teehnieisn: Mike Odom
Repor~ Distribution:
(I) The Beck Group
(I) Gromntzky Dupree & Assoc.
(I) BrnckeUe Davis Drake, Inc.
(I) The B~ck Group
Started: 9:30am
(I) The Beck Group
(I) Dalcan, lac.
Finished: 4:30pm
~ Eng~c.
Eugene Harbour
Vice President
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 2
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 02/03/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9903954 Report Date
02/11/1999
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
coivraacTom BECK
CONCl~r~SUl't~-~mm TXI
r~m~: 31
SP~C~CA~nO~ REQ~m~M~n's
S~NOTH: 5000 psi @ 28 Days
SLUIVI~: 6.0" Max
AIR: N/A
TEST smrHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: @ A.5 along I.$
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
I 1 5.50 02/06/1999
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMFdqT DATE: 02/03/1999 BATCH T~m: 2:50am
TIME SAMPLED: 3:30am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
T~UCKNO: 725
Am coNx~rr(~): N/A
PLACEMENT LOCATION:
Roof slab (Area A) !-5.7, A-D
Fair
46 F CONCRETE: 65 F
TICKE'r NO: 1229699
t~OX w~Ic~rr (p~.~ N/A
REPORT OF TESTS Acctnvm xsw. YARDS: 5 I0
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
3 103820 3670
I 2 5.50 02/1011999 7 147210 5210
1 3 5.50 02/10/1999 7 155760 55 l0
Average 5360
1 4 5.50 03/03/1999 28
I 5 5.50 03/03/1999 28
I 6 5.50 03/31/1999 56
01LL
This report is exclusively for the use of the client indicated above and shall not be rcproduced except in full without the written approval of HBC Engince[ing, Inc.
Page I of 10
Report No.: 9903954
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 2 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 02/03/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave.., Suite 3800
Dallas TX 75201-~19
8.901 Carpenter Frwy., SuRe #100
Dallas, Texas 75247
9903954 Report Date
02/11/1999
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONT~,CrOR: BECK
CONCRETE SUPPLIER: TX[
rLANT: 31
SPECIFICATION REQUIREMENTS
STRF~;TH: 5000 psi @ 28 Days
SLU~: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along C line @ 2
CYLINDER MEASURED
MARKED SLUMP
SET NO. (aw. has)
2 I 5.75
2 2 5.75
2 3 5.75
2 4 5.75
2 5 5.75
2 6 5.75
DATE
TESTED
02/06/1999
PROJECT DATA
CONCRETE CL,~S: 8208
PLACEMENT DATE: 02/03/1999 BATCH TIME: 4:15am
T~ESAMPLRD: 4:50am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
T~UCI~O: 736
Am CONTENT (~.): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
AGE LOAD
(days) (lbs. force)
3 82490
02/10/1999
02/10/1999
03/03/1999
03/03/1999
Fair
43 F cot~cRE~: 65 v
TICKET ~0: 1229738
UNIT WEIGHT (pcf): N/A
03/31/1999
ACCUMULATIVE YARDS: 510
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2920
7 151560 5360
7 156850 5550
Average 5460
28
28
56
This report is exclusively for thc 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 10
Report No.: 9903954
Twenty (20) Gallons of water added.
0ILL
This report is exclusively for Ihe use of the client indicated above and shall not be reproduced except in fuel without the written approval of HBC Engineering, Inc.
Page 4 of 10
.
CONCRETE COMPRESSIVE STRENGTH TEST
I
Date of Service: 02/03/1999 Report No.: 9903954
Client No.: 086~<025 Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
I
Report Date
02/11/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallaz TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTg~OR: BECK
CONCRETE SU~'Lmm TXI
PLAlVr: 31
SPEcn~cATIO~ RZQ~mEM~.N'rS
s'rn~'~(;TtX: 5000 psi @ 28 Days
SLU~: 6.0" Max
Am: N/A
TEST ME'mOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along A.5 @ 3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(incbss) TESTED
3 I 6.00 02/05/1999
PROJECT DATA
coNc~-'r~ cLAss: 8208
PLACn~mvr DA~: 02/03/1999 BATCti TIM~.: 5:27am
TIME S~LED: 6:15am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
T~UCK NO: 814
Am co~rr (~): N/A
PLACEMENT LOCATION:
See page 1
Fair
45 v CONCReTe: 68 r
TICKE'r NO: 1229813
UNiT wgmn-r (po')..' N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 5 I0
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
2 88450 3130
3 2 6.00 02/10/1999 7 161960 5730
3 3 6.00 02/10/1999 7 178940 6330
Average 6030
3 4 6.00 03/03/1999 28
3 5 6.00 03/03/1999 28
3 6 5.00 03/31/1999 56
0ILL
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.
Page 5 of 10
Report No.: 9903954
Ten (10) gallons of water added.
OILL
This repoiX 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.
Page 6 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
02/0311999
08644025
Report No.: 9903954
Project No.: 43-2333-98
8901 Carpenter Fr~. Suite #100
Dallas, Texas 75247
Report Date
02/1111999
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rranc'roR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
STa~GTH: 5000 psi @ 28 Days
SCCrsn,: 6.0" Max
Am: N/A
T~ M~OD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 4.5 @ B
CYLINDER
MARKFJ)
SET NO.
MEASURED
SLUMP
(inches)
4 1 5.75
4 2 5.75
4 3 5.75
4 4 5.75
4 5 5.75
4 6 5.75
DATE
TF.~TED
02/0511999
PROJECT DATA
cot~cRE'r~ cLAss: 8208
pLAC~Mga~tT DAT~: 02/0311999 BATCH'mYra: 6:43am
~ SAMPLED: 7:40am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 565
AIR CONTENT (qb): N/A
PLACEMENT LOCATION:
Sce page I
Fair
47 F CONCRETE: 65 V
TlCr, z'r No: 1229918
Ut~Tr w~mwr (~c~:~ N/A
REPORT OF'TESTS ACCUMULATIVZ YARDS: 510
MAXIMUM COMPRE..qSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psO TYPE
2 110340 3900
02/10/1999
02/10/1999
03/03/1999
03/03/1999
03~31/1999
7 155810
7 147560
Average
28
28
5510
5220
5370
56
0iLL
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.
Page 7 of 10
l~epg, rt No.: 9903954
Ten (10) gallons of water added.
OILL
This report is exclusively for tl~ use of ~h¢ client indicated above and shall not be reproduced except in full without the written approval of HBC Engincedng, Inc.
Page 8 of 10
CONCRETE COMPRE SSIVE STRENGTH TEST
8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/0311999 Report No.: 9903954 Report
Date
· 02/11/1999
Client No.: 08644025 Project No.: 43-2333-98
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dalla~ TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~,crom BECK
CONCI~TE SUPPLff, R: TXI
PLANT: 31
SPECIFICATION REQUIREMENTS
s'm~<rm: 5000 psi @ 28 Days
SLUMP: 6.0" Max
Am: N/A
xgs'r Mg'mOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along C.5 @ 5
CYLRqDER MEASURED
MARKED SLUMP
SET NO. (inches)
5 I 5.50
5 2 5.50
5 3 5.50
5 4 5.50
5 5 5.50
5 6 5.50
DATE
TESTED
02/0511999
PROJECT DATA
CONCaET~ CLASS: 8208
PLACF. MFaNT DATE: 02/0311999 BATCH TIME: 8:21am
~aV~E SAMPLED: 9:10am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (lr) - AIR
TRUCK NO: 54
Am CONTENT (~): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIbIUM
AGE LOAD
(days) (lbs. force)
2 91360
02/10/1999
02/10/1999
03/0311999
03/03/1999
Fair
54 s coNcaET~: 68 F
TIc~'rNo: 1230123
UNITWEIGHT(~0~ N/A
03/3111999
ACCUMULATIVE YARDS: 540
COMPRESSlVg
STRENGTH FRACTURE
(~D TYPE
3230
7 150060 5310
7 160000 5660
Average 5490
28
28
56
OILL
This report is exclusively for the use of the client indica~d above and shall no~ be reproduced except in full without the written approval of HBC Engineering. Inc.
Page 9 of 10
l~el~.rt No.: 9903954
Twenty (20) gallons of wa~er added.
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Btocket~,' Davis Drake, Inc.
( 1 ) The Beck Group
StartS: 2:00am
(1) The Bcck Group
(1) Dalcan, Inc.
Finished: 1 h00am
Eugene Harbour
Vice President
OILL
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.
Page 10 of 10
· CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
[ I I
01/12/1999 Report No.: 9901858
08644025 Project No.: 43-2333-98
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/11/1999
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
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: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01 / 12/1999 hATE. TIME: 3:01 am
PLANT: 4 ] TIME SAMPLED: 3:20am nv: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-nlR 55 F CONCRETE: 63 r
SLUMP: 6.0" Max TRUCK NO: 455 TICKET NO: 1212129
AIR: 3-6% AIR CONTENT (%): 4.2 UNIT WE[GItT (per).: N/A
TEST METHOD: ASTM C- i 43 PLACEMENT LOCATION:
ASTM C- 172 Noah paving slab-on-grade Bay 7 south I/2, entire bay 6
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMt LAT,VE YARDS:
CYL,NDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) 'rESTED (days) (lbs. force) (psi)
! ! 5.25 01 / ! 9/1999 7 i 07290 3790
I 2 5.25 01/19/1999 7 117880 4170
Aver'age 3980
I 3 5.25 02/09/1999 28 141910 5020
I 4 5.25 02/09/1999 28 151410 5350
Average 5190
! 5 5.25 03/09/1999 56
550
FRACTURE
TYPE
Sample location: Bay 6, between third southern island bull nose
Fifteen (15) gallons of water added.
0ILL
'Fhis report is exclusively for the usc ol'tbe client indicated above and shall not be reproduced except in full without thc written approval o1' HBC Engineering, Inc.
Page I of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01 / 12/1999 Report No.:
Client No.: 08644025 Project No.:
9901858
43-2333-98
· 891)1 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/I 1/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppeil, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 4 I
SPV~Cl~lCATION rEQUIrEMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 6.0" Max
Am: 3-6%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 I 5.50 01/19/1999
2 2 5.50 01/19/1999
2 3 5.50 02/09/1999
2 4 5.50 02/09/! 999
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 01/12/1999 aATCH TIME: 4:49am
TIME SAMPLED: 5:20am RV: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 450
AIR CONTENT (%): 4.4
PLACEMENT LOCATION:
See page I
Fair
55 F CONCRETE: 63 F
TICKET NO: 1212170
UNIT WEIGltT (OEO: N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 116030 4100
7 107420 3800
· '' Average 3950
28 160480 5680
28 156610 5540
Average 5610
2 5 5.50 03/09/1999 56
550
FRACTURE
TYPE
Five (5) gallons of water added.
Sample location: Centerline area Bay 7 between 3rd & 4th southward islands.
This rcporl is cxclusivcly lbr thc usc of thc client indicatcd above and shall not bc rcproduccd cxccpt in full without thc written approval of I IBC Ei~ginccring, lnc,
OI I.L Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEsT
Date of Service:
Client No.:
01/12/1999
08644025
Report No.: 9901858
Project No.: 43-2333-98
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/11/1999
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-46 ! 9
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cowr~croR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi (~ 28 Days
SLUMP: 6.0" Max
AIR: 3-6%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8205
PLACEMENT DATE: 01/12/1999 BATCIt TIME: 5:47am
TIME SAMPLED: 6:20am aY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 462
AIR CONTENT (%): 4.1
PLACEMENT LOCATION:
Sec page I
Cloudy
54 F CONCRETE: 60
TICKETNO: 1212211
UNITWEIGHT(peg: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) 'rESTED (days) (lbs. force)
3 I 5.75 01/19/1999 7 119520
3 2 5.75 01/19/1999 7 123310
Average
3 3 5.75 02/09/1999 28 143170
3 4 5.75 02/09/1999 28 156050
Average
3 5 5.75 03/09/1999 56
ACCUMULATIVE YARDS: 550
COMPRESSIVE
STRENGTlt
(psi)
4230
4360
4300
5060
5520
5290
FRACTURE
TYPE
Technician time: 2:00am-12:00pm Five (5) gallons of water added.
Sample location: Bay 6, between first and second end islands northward' from
0ILL
This report is exclusively Ibr thc usc of thc client indicated above and shall not lac reproduced except in lull without thc written approval of ItBC Engineering, Inc.
Page 3 of 6
Report No.:
9901858
northside fire lane.
This report is exclusively for thc usc of thc client indicated above and shall .ol be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ILL Page 4 of 6
CONCRETE COMPRi ;SSIVE STRENGTH TEST
Date of Service:
Client No.:
Client:
01/12/1999
08644025
The Beck Group
Attn: Giilett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
· -8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9901858 Report Date
02/11/1999
Project No.: 43-2333-98
Project: GTE Shared Services
Coppeil Road & Corporate Drive
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: 8205 .
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/12/1999 BATCtITIME: 7:05am
PLANT: 41 TiME SAMPLED: 7:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F} - AIR 54 F CONCRETE: 63
SLtJMP: 6.0" Max TRUCKNO: 464 TICKETNO: 1212323
AIR: 3-6% AIR CONTENT (%): 4.4 UNIT WEIGllT (pc.f): N/A
TEb~ METIIOD: ASTM C- 143' PLACEMENT LOCATION:
S¢¢ pagc I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Sec below
REPORT OF TESTS ACCUMULATIVE YARDS: 550
CYLINDER MEASURED ~ MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTll
SET NO. (inches) TESTED (days) (lbs. force) (psi)
4 I 6.00 01 / 19/1999 7 120470 4260
4 2 6.00 01/19/1999 7 119010 4210
Average 4240
4 3 6.00 02/09/1999 28 ! 52190 5380
4 4 6.00 02/09/1999 28 158440 5600
Average 5490
4 5 6.00 03/09/1999 56
FRACTURE
TYPE
Ten (10) gallons of water added.
This report is cxclusivcly IbP thc usc of thc client indicated above and shall not hc reproduced except in full without thc written approv:d of I IBC Enginccring, Inc.
0ILl. Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
01/12/1999 Report No.: 9901858
08644025 Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7-n247
Report Date
02/11/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rRACTOR: BECK
CONCRETE SUPPLIER: TX[
PLANT: 4 i
SPECIFICATION REQUIREMENTS
STRENGTt4: 4000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: 3-6%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
· CONCRETE CLASS: 8205
PLACEMENT DATE: 01/12/I 999 BATCH TIME: 8:55am
'I'IMESAMPLED: 9:50am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE {F) - AIR
TaUCKNO: 802
AIR CONTENT (%): 4.4
PLACEMENT LOCATION:
See page I
Cloudy
60 v CONCRETE: 63
TICKETNO: 1212471
UNITWEIGIIT(pc0j N/A
SAMPLE LOCATION: Sc¢ below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 I 6.00
5 2 6.00
5 3 6.00
5 4 6.00
5 5 6.00
DATE
'VESTED
01/19/1999
01/19/1999
02/09/1999
02/09/1999
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 ! 00980 3570
7 107990 3820
Average 3700
28 146320 5170
28 132860 4700
Average 4940
03/09/1999
56
550
FRACTURE
TYPE
Sample location:
lane.
Technician: Mike Odom
Report Distribution:
( I ) Thc Beck Group
(I) Gromalzky Duprcc & Assoc.
( 1 ) Brockcttc Davis Drake, inc.
(I) Thc Bcck Group
Centerline area Bay 7, 40'
Started: 2:00am
( I ) 'Fhe Bcck Group
( I ) D:dcnn, Inc.
north from centerline north fire
Finished: 12:00pm
~ Engineeri~~~'
Eugene Harbour
Vice Prcsideqt
This report is exclusively for thc usc of thc clicm i.dicatcd above and shall not bc reproduced cxccpt i,~ full without thc written approval of ItBC Engineering. Inc.
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