Verizon-LR 990210( ONCRETE COMPRESSIVE STRENGTH TES£
II
Date of Service: 12/15/1998
Client No,: 08644025
Report No.: 9833696
Project No.: 43-2333-98
.. 8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
02/10/1999
Client: The Beck Group Project:
Attn: Oillett 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.
CONT~CTOR: BECK
CONCRETESUPPLmm TXI
PLANT: 4 l
SPECIFICATION REQUIREMENTS
s'ra~a'rm 4000 psi @ 28 Days
SLUVn': 6.0" Max
AIR: 3-5%
TES~ MmaIOD: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCP, ETE CLASS: 8205
PLACEMENT DATE: 12/15/1998 BATCIt TIME: 5:02am
TIME SAMPLED: 6:10am aY: Mike Odom
WEATI-i~R CONDITIONS:
TEMPERA'lURE (Ir). AIR
TRUCK NO: 458
AIR CONTENT (%): 4.7
PLACEMENT LOCATION:
Paving slab-on-static (parking) #3
Fair
36 F CONCRETE: 55 F
TIcx~r NO: 1197964
UNIT WEIGHT (i~.: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 300
MP. ASU . coMp ,a, ssrvz
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (incl~s) TESTED (days) (lbs. force) (psi)
I I 6.75 12/22/1998 7 80910 2860
I 2 6.75 12/22/1998 7 82030 2900
Average 2880
I 3 6.75 01/12/1999 28 144470 5110
I 4 6.75 01/12/1999 28 138240 4890
Average 5000
I 5 6.75 02/09/1999 56 154570 5470
Sample location: 40' North from Building Line 8 & 80' west from centerline weset
fire lane.
FRACTURE
TYPE
This repo{t is exclusively foe 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 I of 3
· CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/15/1998
Report No.: 9833696
Client No.: 08644025
Project No,: 43-2333-98
· .8901 Carpenter Frwy., Suite #100
Dallas, Texa_s 75247
Report Date
02/10/1999
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.
CONTRACTOR: BECK
CONCRm~SUPPLmR: TXI
PL~Wr: 4 t
SPECnnCATtO~ REQUIREMENTS
STR~(;T~: 4000 psi @ 28 Days
SLUMP: 6.0" Max
Aim 3-5%
TEST MET~OO: ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCR~m CLASS: 8205
PLACEMENT DATE: 12/15/1998 BATCH TmlZ: 6:36am
TIM~ SAMPLED: 7:10am BY: Mike Odom
WEATHER CONDITIONS:
TF~MPERATURE (F) - AIR
TRUCK NO: 470
Am co~rEwr (%): 4.8
PLACEMENT LOCATION:
$cc page 1
Fair
38 F CONCa~-'r~: 57 v
x~ci~'r NO: 1198062
vNrr wEIG~rr (pc-O: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
REPORT OF TESTS ACCUMULATIVE YARDS: 300
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (Ib~. force) (psO TYPE
2 I 6.00 12/22/1998 7 98720 3490
2 2 6.00 12/22/1998 7 101010 3570
Average 3530
2 3 6.00 01112/1999 28 135160 4780
2 4 6.00 01/12/1999 28 144450 5110
Average 4950
2 5 6.00 02/09/1999 56 146900 5200
Sample Location:Directly in Line W/Bldg Line E, 100° west from centerline west
fire lane.
0ILL
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.
Page 2 of 3
ONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/15/1998
Client No.: 08644025
Report No.: 9833696
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/10/1999
Client: The Beck Group Project:
Attn: Oilier Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-~619
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.
cor, nuO, CTOm BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION RF.,QUIREWIEN~
s'rwNo~mt: 4000 psi @ 28 Days
st,twn,: 6.0" Max
Am: 3-5%
TF~vr M~'mOO:. ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCR~r~ CLASS: 8205
1,LAc~ OAT~: 12/15/1998 BATCll TIM~: 7:45am
Tn~SAtOLF. D: 8:25am BY: Mike Odom
WF_,ATH~R CONOmONS: Fair
TEM~E~(F)-Am 40 F CONCRETg: 58 F
mUCKNO: 802 TIcr,~r NO: 1198189
am co~ (~): 4.6 ~ ~m~ (~: N/A
P~C~ ~ATION:
~ ~ge 1
SAMPLE LOCATION: Sec below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inch~s) TESTED
3 1 6.50 12/22/1998
3 2 6.50 12/22/1998
3 3 6.50 01/12/1999
3 4 6.50 01/12/1999
3 5 6.50 02/09/1999
REPORT OF TESTS AC XXVE YAm)S: 330
MAXIMUM COMPRF_SSIVE
AGE LOAD sTRENGTH
(days) (lb~ force) (psi)
7 8OOO0 2830
7 75840 2680
Average 2760
28 116760 4130
28 121560 4300
Average 4220
56 130420 4610
Sample location: Along centerline north
(W) fire lane. All slumps were taken at
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(I) Oromatzky Duprce & Assoc.
(1) Brockctte Davis Drnke, Inc.
(1) The Beck Group
side fire lane, 60' west of centerline
hopper.
Started: 5:00am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 9:30am
Eugene Harbour
Vice President
This repotm 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 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/15/1998
Client No.: 08644025
Report No.: 9833695
Project No.: 43-2333-98
.. 8901 Carpenter Frwy., SuRe #100
Dallas, Tex~ 75247
Report Date
02/10/1999
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.
COrO'R~CTOR: BECK
CONCRETE SUPPLIER: TXI
PLA~rr: 41
SPECIFICATION REQUIREMENTS
s~aTH: 3000 psi @ 28 Days
SLUMP: 6.0" Max
Am: NA
xv~vr M~nIOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: G.5 @ 16
PROJECT DATA
CONCRgTg CLASS: 9506
PLACEMENT DATE: 12/15/1998 BATCH TIME: 3:05am
TIME SAMPLED: 3:40am BY: Mike Odom
WF, A~I~ CoNorrIONS: Fair to partly cloudy
TEMPERATURE (F). Am 37 F CONCRETg: 57 F
~OCKNO: 470 ~gC~: 1197892
Am CO~ (~): 1.7 o~ ~G~ (~: N/A
P~C~ L~ATION:
East wing building slab on grade (Level I) 15-18, E-H Lines
REPORT OF TESTS
CYLINDER MEASURED MAXXMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 5.75 12/22/1998 7 92410
I 2 5.75 12/22/1998 7 94380
Average
I 3 5.75 01/12/1999 28 141470
I 4 5.75 01/12/1999 28 158870
Average
I 5 5.75 02/09/1999 56 165150
ACCUMULATIVE YARDS: 170
COMPRESSIVE
STRENGTH
(psi)
3270
3340
3310
5000
5620
5310
5840
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 1 of 2
CONCRETE COMPRESSIVE STRENGTH TE
II
Date of Service: 12/15/1998
Client No.: 08644025
.. 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9833695 Report Date
02/1011999
Project No.: 43-2333-98
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppetl, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
cowrg~crom BECK coNcR~r~ CLASS: 9506
coN.c~'r~ stun, Lmm ~I P~C~ oa~: 1~15/1998 ~nTC~ ~: 4:12~
p~: 41 ~ S~LED: 4:~ sv: Mike Odom
S~C~CATION ~UI~ ~R CO~fflONS: Fa~
~~: 3~psi ~ 28Days ~~~.Am 38 F CONCh: 58 F
SL~: 6.0" M~ ~UCg~O: 474 TIC~O: 1197924
A~m NA nm co~ (~): N/A u~ WE~ (~9: N/A
T~ ~lOm AS~ C- 143 P~C~ LOCATION:
~ ~gc 1
AS~ C-172
AS~ C-39
SAMIq, E LOCATION': E.$ 0 17.5
REPORT OF TESTS ACC X VE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 6.25 12/22/1998 7 92160 3260
2 2 6.25 12/22/1998 7 92390 3270
Average 3270
2 3 6.25 01/12/1999 28 145010 5130
2 4 6.25 01/12/1999 28 154910 5480
Average 5310
2 5 6.25 02/09/1999 56 156890 5550
170
FRACTURE
TYPE
Samples were taken from hopper.
Technician: Mike Odom
Report Distribution:
(I) Thc Beck Group
(1) Gromatzky Duprce & Assoc.
(i) Breckett~ Davis Drake, Inc.
(I) Th~ Beck Group
Started: 2:00am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 5:00pm
H~ Engin ,I~nc.
Eugene Harbour
Vice President
This repo~ 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 2 of 2
,
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/17/1998
Client No.: 08644025
ENG~,~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9833993 Report Date
02/10/1999
Project No.: 43-2333-98
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.
cowr~m BECK
CONCa~r~ StriCt, mR: TXI
Pt..~rr: 41
SPECIFICATION REQUIREMENTS
STm~aTm 5000 psi ~ 28 Days
sn~: 6.0" M~
A~ N/A
~ ~om AS~ C-143
ASTM C-172
AS~ C-39
PROJECT DATA
.CONCRgr~ Ct. ASS: 8208
PLACla~il2qr DATE: 12/17/1998 BATCH TIM~: 2:llpm
XnVmSAM~LED: 2:50pm aY: Mike Odom
Building columns Level 2 & 3 0 9.3, P & L, 9-7, P & L
SAMPLE LOCATION: See placement location
CYLINDER
MARKED
SET NO,
MEASURED
SLUMP
I 1 6.00
I 2 6.00
I 3 6.00
1 4 6.00
I 5 6.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
12/24/1998 7 139420
12/24/1998 7 138950
Average
01/14/1999 28 187780
01/14/1999 28 177900
Average
02/05/1999 50 204100
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
4930
4910
4920
6640
6290
6470
7220
10
FRACTURE
TYPE
Note: These four
Technician: Mike Odom
Report Distribution:
(i) Tbe Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
(4) columns previously inspected (rebar).
Started: 2:30pm Finished: 4:30pm
(1) TI~ Beck Group
(1) Dalcan, Inc.
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 I of I
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
02/02/1999
08644025
I I I
Report No.: 9903835
Project No.: 43-2333-98
~901 Carpenter Frwy., Suite #100
Dall~, T_~ta$ 75247
Report Date
02/10/1999
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.
cot~no, cxom BECK
CONCR~'r~ SLq'PLmR: TXI
PLA~: 41
SPECIFICATION REQUI~
STg~G'm: 5000 psi @ 28 Days
SLt~a': 6.0" Max
nlm N/?.A
TgST M~"mOO: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
PO9.3
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 6.00
I 2 6.00
1 3 6.00
1 4 6.00
I 5 6.00
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
(1) Gromatzky Duprec & Assoc.
(1) Brockette Dav~s Drake, Inc.
(1) The Beck Group
PROJECT DATA coNcv,~r~ c~,ss: 8208
~n.~c~ DaX~: 02/02/1999 BATCH Tll~IE: l:56pm
TIME,~,MPLED: 2:25pm BY: Mike Odom
WEATIiKR CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 460
Am CONTEt~rr (%): N/A
PLACEMEI~ LOCATION:
Fair
62 F coNcRE~: 68 F
TIcggr No: 1229576
U~aT wEx(;ffr (pc0:' N/A
Building L~vel V, Ar~a B column~ (19) O M, N, P @ 9.3, M, N, P @ 9.7, K, J, M, N @ 10,
E,F,G,H O B,F~FO 11, E,F,G O 12
DA'rE
TF~TED
02/09/1999
02/09/1999
REPORT OF TESTS ACCUMULATIVE YARDS: 43.5
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) 0b~. force) (psi) TYPE
7 151550 536O
7 142760 5050
Average 5210
03/02/1999
03/02/1999
28
28
03/30/1999
56
Started: 2:30pm
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 5:30pm
I'-I~ E nc
Eugene Harbour
Vice President
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 I of 1