Verizon-LR 990225CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 02/16/1999
Client No.: 08644025
Report No.:
Project No.:
9905191
43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/25/1999
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 38.00
Dallas TX 75201-4619
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rRAcxom BECK
coNcam'z sm, PLmm TXI
~: 41
s~gc~o~
s~a~: 5~ psi ~ 28 Days
SL~: 6.0" Max
n~ N/A
x~ ~o~: AS~ C- 143
ASTM C- 172
AS~ C-39
PROJECT DATA
· CONC~Z CLASS: 8208
PLACEMENT DATE: 02/1611999 BATCH Tib~: 9:39am
TnVtE SAMPLe-D: 10:05am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (g) - AIR
TRUCKNO: 715
Am cosTEivr (~): N/A
PLACEMENT LOCATION:
Fair
62 F coNc~rerz: 74 F
TicI~'r No: 1241394
uNIT w~m~iT (pc0..- N/A
Dock/patio L~vel !, 20' screen wall area A. building I
SAMPLE LOCATION: First lift, south end
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
I 1 5.5O
I 2 5.50
I 3 5.50
1 4 5.50
REPORT OF TESTS
DATE
TF. STED
02/2311999
02/23/1999
03/I6/1999
03116/1999
AGE
(days)
7
7
28
28
MAXIMUM
LOAD
(lbs. f~c~
155280
160570
Average
ACCUMULATIVEYARDS: 40
COMPRESSIVE
STRENGTH
5490
5680
5590
I 5 5.00
Teclmidan: Mike Odom
Report Distribution:
(I) The B4:~k Group
(I) Gromau~y Dupree & Assoc.
(!) Brockett~ Davis Drake, Inc.
(1) The Beck Group
0411311999
Started: 9:00am
(1) The Beck Group
(1) Dalcan, Inc.
56
Finished: 3:00pm
Eugene Harbour
Vice President
0ILL
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.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TES'I
8901 Carpent~' Frwy. Suite #100
Dallas, Texas 7S247
Report Date
Date of Service: 02/16/1999 Report No.: 9905190
02/25/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project:
Attn: Gillett Bcrgcr
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.
CONTRACTOR: BECK
CONCRETE S~PPLm~ TXI
p~NT: 41
SPEC~CA~ON ~UI~
s~~: 5~ psi ~ 28 Days
SL~P: 6.0" Max
~ N/A
T~ ~O~: ASTM C- 143
AS~ C-172
AS~ C-39
PROJECT DATA
CONCRETE CL~,SS: 8208
PLACE~IE2qT DATE: 02/16/1999 BATCH ~: 11:24am
TaVmSAM~ED: 12:00pm BY: MikeOdom
WEATm~R Co~rrloNs: Fair
TEMPERATURE (F). ArR 66 r CONCRETE: 75 r
XROCKNO: 807 TICKWfNO: 1241557
Am coh~.3rr (~): N/A uNrr WEIGHT (pc0: N/A
PLACEMENT LOCATION:
(5) Roof columm, Area B ~ R-2.9 @ 9.7, R2.9 ~ 9.4, J ~ 9.8, RA ~ R2, R5 @ RE and
roof clcv. slab
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inch.) TESTED
I I 6.00 02/2311999 7
1 2 6.00 02/23/1999 7
REPORT OF TESTS ACCUm VE YARDS: 580
MAXlblUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(day~) (Ib~. force) (psi) TYPE
147520 5220
136820 4840
Average S030
1 3 6.00 03116/1999 28
I 4 6.00 03116/1999 28
1 5 6.00 04/13/1999 56
Sample location: R2.9 ~ 9.4, (25) approx, yards placed on top
Technician time: See Report #9905191 Five (5) gallons of water added
Technician: Mike Odom
Report Distribution:
(I) ~ Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) Tl~ Beck Group
(1) The Beck Group
(I) Dalcan, inc.
~ E.~~, Inc.
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 1 of I
CONCRETE COMPRES JIVE STRENGTH TES i'
Date of Service:
Client No.:
12/30/1998
08644025
Report No.: 9835090
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 7~247
Report Date
02/25/1999
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.
COt, rnO, CTOa: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMEHTS
STRE~CTH: 5000 psi @ 28 Days
s~.tnso,: 6.0" Max
AIa: N/A
T~ST MV-T~tOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: D-5
CYLilqDER MEASURED
MARKED SLUMP
SET NO. (inches)
I I 6.00
I 2 6.00
6.00
6.00
6.00
1 3
1 4
I 5
PROJECT DATA
CONCRETE CLASS: 8208
PLACEMENT DATE: 12/30/1998 BATCH TUSm: l:55pm
TIME SAMPLED: 2:40pm BY: Mike Odom
WEATHER CONDITIONS:
TE~E~ATURE ¢~3 - Am
TaUC~NO: 835
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Fair
54 F CONCRgTE: 68 r
TICKET NO: 1205052
uNIT W~GHT (~f~.; N/A
Five columns Level Ill-IV A-2, A, B, C, D ~ I Linc
REPORT OF TESTS Accu~an~v~. VA~.~S: 12
MA~ COMPRESSIVE
DATE AGE LOAD ~G~
~D (~) 0~ f~) (~)
01~1999 7 128020 4530
0I/~1999 7 134050 4740
Avenge 4~
01~7/1999 28 205140 7250
01~7/1999 28 193~0 6850
Avenge 7050
0~4/1999 56 2236~ 7910
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(!) The Beck Group
( I ) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Groap
Started: 2:30am
(I) The Beck Group
(1) Dalcan, Inc.
Finished: 4:00pm
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not he reproduced except in full without the written approval of HBC Engineering, Inc.
0iLL Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 02/16/1999
Client No.: 08644025
Report No.: 9905145
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dall~, Tc~ 75247
Report Date
02/25/1999
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~r~cTO~ BECK
CONC~-'r~stw~..ma: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
s'rm~oTH: 5000 psi @ 28 Days
SLt~P: 6.0" Max
Am: N/A
Tear Mm~OO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
17.5 @ F
CYLINDER MEASURED
MARKED SLUMP
SET NO. (incl.)
1 I 5.50
I 2 5.50
1 3 5.50
1 4 5.50
1 5 5.50
I 6 5.50
DATE
TESTED
02/1811999
PROJECT DATA
CONC~g'r~ CLASS: 8208
PLACEMENT DATE: 02/16/1999 BATCH TIME: 3:18pm
TIME S~M~L~D: 3:45pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATtrRE fi). Am
T~UC~NO: 805
Am co~ (%): N/A
P~C~ ~A~ON:
Fair
62 F CONCRETE: 73 F
T~CKgTNO: 1248759
uNrr W~IGHT (~u'~ N/A
Building slab, level !I Area C between 13-18, E-H
REPORT OF TESTS
AGE LOAD
(days) (lbs. force)
2 104360
02/2311999
02/2311999
03116/1999
03/16/1999
04/1311999
ACCUMULATIVE YARDS: 510
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3690
7 135970 4810
7 145870 5160
Average 4990
28
28
56
0ILL
This rcpo~ is exclusivcly for the use of thc client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of 8
Report No 9905145
Twenty five (25) gallons of water added.
This report is exclusively for the use of th~ client indicated above and shall not b~ reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page 2 of 8
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 02/16/1999 Report No.: 9905145 02/25/1999
Client No.: 08644025
Project No,: 43-2333-98
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.
CONCUR: BECK
CONCRET~ Stn't, Lma: TXI
PLATO': 41
SPECIFICATION REQUIRgMENTS
s'rmma'm: 5000 psi @ 28 Days
SLUMP: 6.0" Max
Am: N/A
TE.vr M~'mOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRWr~ cLAss: 8208
PLACl.~,ni2qT DATE: 02/16/1999 BATCH Tayto: 4:3 lam
T~SAMPL,~: 4:55am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURg (F) - AIR
XaUCKNO: 716
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See pa~e l
Fair
59 F co~cRETz; 71
TIC~T Ho: 124083
uNIT WEIalrr (pc0; N/A
SAMPLE LOCATION:
Along E.5 @ 16.5
REPORT OF TESTS ACCt.Co~xrvE VAlUes:
MAXEVlUM COMPRESSIVE
CYLINDER MEASURED i
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 6.00 02/18/1999 2 85900 3040
510
2 2 6.00 02/23/1999 7 162400 5740
2 3 6.00 02/23/1999 7 147850 5230
Average 5490
2 4 6.00 03/16/1999 28
2 5 6.00 03116/1999 28
2 6 6.00 04/13/1999 56
OILL
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 8
CONCRETE COMPRESSIVE STRENGTH TEST
I I
Date of Service: 02/16/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attu: GilleR Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy. Suite #100
D~fll~, Tex~ 75247
9905145 Report Date
02/2511999
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.
cotrr~c~OR: BECK
CONCRETE SUPPLIER: T~
PLANT: 41
SPECIFICATION REQU~
STmmCTm 5000 psi @ 28 Days
SLUMP: 6.0" Max
Am: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Along G.5 @ 15.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
3 I 5.75
3 2 5.75
3 3 5.75
3 4 5.75
3 5 5.75
3 6 5.75
DATE
TESTED
02/1811999
PROJECT DATA
CONCag~: Ct~SS: 8208
~'LACr, M~vr OAT~: 02/1611999 BATCH TIME: 5:49am
T~Vm SAMP~-V-D: 6:10am aY-. Mike Odom
WEA~mRCO~OmONS: Partly cloudy
~EM~E~ATURE~3-Am 58 ~ CONC~: 71 r
~UCKNO: 802 TICk.O: 12~16
Am co~ (~): N/A UNiT WEIG~ (~; N/A
P~C~ L~ATION:
Sec ~ge I
REPORT OF TESTS ACCUm T YamS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (11~ force) (psi)
2 106440 3760
02/23/1999
02/2311999
03116/1999
03116/1999
04/13/1999
7 165390 5850
7 158310 5600
Average 5730
28
28
56
510
FRACTURE
TYPE
0ILL
This repotl is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 4 of 8
Report No.: 9905145
Ten (10) ~allons 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 5 of 8
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dalla~ Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
02/25/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Be~k Group Project:
ARm Oilier 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.
SLUMP:
AIR:
TEST METHOD:
cotfraxcTom BECK ·
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
sTay~G'm: 5000 psi @ 28 Days
6.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Along G.5 @ 14
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 I 5.75 02/18/1999
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 7:05am
WEATHER CONDITIONS:
TEMPERATURE (!~ - AIR
TRUCK NO: 802
Ant CONTENT (%): N/A
PLACEMENT LOCATION:
See page !
8208
02/16/1999 BATCH TIME: 6:139am
BY: Mike Odom
Partly cloudy
59 F COt~CgE'rg: 73
TICKET NO: 1241005
UNIT WEIGHT (pci~ N/A
REPORT OF TESTS YAm S: 510
MAXlblUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
2 100980 3570
4 2 5.75 02/23/1999 7 165030 5840
4 3 5.75 02/23/1999 7 148980 5270
Average 5560
4 4 5.75 03/16/1999 28
4 5 5.75 03/16/1999 28
4 6 5.75 0411311999 56
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.
OILL Page 6 of 8
· i~eportNo.: 9905145
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 7 of 8
CONCRETE COMPRESSIVE STRENGTH TES
II
Date of Service: 02/16/1999
CHent No.: 08644025
8901 Carpenter Frwy.~ Suite #100
l~ll~ Texas 75247
RePort Date
Report No.: 9905145 02/25/1999
Project No.: 43-2333-98
Client: The Beck Group Project:
Atto: 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~CTOg: BECK
CONCgg'rE SU~PLIEg: TXI
P~: 41
SPgC~C~ON ~V[~
~~: 5~ psi ~ 28 Days
SL~: 6.0" M~
Am: N/A
~ ~o~: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCagTE CLASS: 8208
PLACater DATE: 02/16/1999 RATCH TtM~: 7:28am
TIME SAMPLED: 8:05am BY: Mike Odom
WEA'IItER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR cot, rr~t~rr (~.): N/A
PLACEMENT LOCATION:
S~e page 1
Ten gallons of water added.
Fair
59 F CONClmTE: 74 F
TICKET NO: 1241117
UNn' V~IOHT (p~0; N/A
SAMPLE LOCATION: Along G.5 @ 13.5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
5 I 6.00
REPORT OF TESTS ACCtn TtV . YARDS: 5 10
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRAC'I~RE
TESTED (days) (lb~. force) (psi) TYPE
02/18/1999 2 112960 3990
5 2 6.00
5 3 6.00
5 4 6.00
5 5 6.00
02/2311999 7 173340 6130
02/2311999 7 185160 6550
Average 6340
03116/1999 28
03116/1999 28
5 6 6.00
0411311999 56
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Duprec & Assoc.
{ I) Brocketu: Davis Drake, Inc.
(!) The Beck Group
Started: 2:00am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 9:00am
Eugene Harbour
Vice President
This report is exclusively for thc use of thc client indicated above and shall not be l~-produced except in full without the written approval of H BC Engineering, Inc.
0ILL Page 8 of 8
CONCRETE COMPRESSIVE STRENGTH TES I
$.~)1 Cm-pent~ FFwy., Suite #100
DalIM, Tex~ 7S247
Date of Service:
Client No.:
Client:
12/29/1998
08644025
The Beck Group
Attn: Gillett Berger
· 1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9834950
RePort Date
02/2511999
Project No.: 43-2333-98
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.
com'~o, croR: BECK
CONCRETE SUPPLIER: TXI
PLA~F: 41
ST~NO~: 5~ psi ~ 28 Days
SL~: 6.0" Max
Am: N/A
T~T M~ROO: AS~ C- 143
ASTM C-172
AS~ C-39
PROJECT DATA
CONCg~r~ CLASS: 8208
PLACE. MENT DATE: 12/29/1998 BATCH TIME: 2:34pm
TIME SAMPLED: 3:25pm BY: Mike Odom
WEATHER CONDrrlONS:
TEMPERATURE (F) - AIR
TRUCK NO: 803
Am cot~rE~r(~): N/A
Fair
63 r CONCgg'rg: 69 r
TICKET NO: 1204096
utvrr WgIGtrr (pt.O: N/A
PLACEMENT LOCATION:
(15) Columns Level Ill-iV at A,B,C and Lines 2-5 = 15 (A-2 Column not I)
SAMPLE LOCATION: D-4
CYLINDER MEASURED
MARKED SLUMP
SET NO.
1 I 6.50
1 2 6.50
I 3 6.50
I 4 6.50
1 5 6.50
I 6 6.50
DATE
TESTED
12/3111998
01102/1999
01/05/1999
01/05/I999
01/26/1999
01/26/1999
REPORT OF TESTS ACCUMU rrVZ YARDS: 35.5
MAXIMUM COMPRESSIVE
AGE LOAD s'rRENGTH
(days) (lbs. force) (psi)
2 48570 1720
4 116930 4140
7 140670 4970
7 141350 5000
Average 4990
28 194130 6870
28 186010 6580
Average 6730
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 1 of 2
Report No.: 9834950
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 7 6.50 02/23/1999
No~e: En~ra~ed air "no~ a~aren~"
AGE
(days)
56
MAXIMUM
0~force)
266300
COMPRF_.~IVE
STRENGTH
(ps~)
9420
Technician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
Startea: 12:30pm
(I) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
~ Eng.~gclnc.
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.
OII,L Page 2 of 2
'CONCRETE COMPR o SIVE STRENGTH TES
Date of Service: 12/28/1998 Report No.: 9834785
Client No.: 08644025 Project No.: 43-2333-98
.8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/25/1999
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/28/1998 BATCh TIME: 6:27am
PLANT: 31 TIME SAMPLED: 7:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STREN~r.: 5000 psi (~ 28 Days TEMPERATURE (F)- AIR 34 F CONCRETE: 56 F
SLUMP: 6.0" Max TRUCK NO: 561 TICKET NO: 1202572
AIR: N/A AiR CONTENT ('/.): N/A [INIT WEIGHT (pc.f): NA
T~ST METltOO: ASTM C- 143 PLACEMENT LOCATION:
Level Ill west wing slab A-D & I-5.7
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
I 1 6.25 12/31 /1998 3 92040 3250
I 2 6.25 01/04/1999 ? I 18370 4190
1 3 6.25 01/04/1999 7 121550 4300
Average 4250
! 4 6.25 0 !/25/1999 28 150730 5330
I 5 6.25 01/25/1999 28 161700 5720
Average 5530
I 6 6.25 02/22/1999 56 213870 7560
500
FRACTURE
TYPE
This rcporl is exclusively lbr thc usc of thc clicm indicated above and shall not be reproduced except in full without the written approval of IIBC Engineering. Inc.
Iii LL Page I of 7
' "Rep6rt No.: 9834785 ~ ~"=~ H~
Sample location: Level III in Beam G-4 between Line A-B
This report is exclusively Ibr thc usc t,l'the clic.t indicated above and shall not be reproduced except in full without the written approval or' I{BC Engineering. Inc.
011 J, I'~'lge 2 of 7
'CONCRETE COMPR o SIVE STRENGTH TES
Date of Service: 12/28/1998 Report No.: 9834785
Client No.: 08644025 Project No.: 43-2333-98
.8901 Carpenter grwy., Suite #100
Dallas, Texas 75247
Report Date
02/25/1999
Client: The Beck Group Project:
Attn: Giilett 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.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TX]
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENGT,: 5000 psi ~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TES~r M~rHOD: ASTM C- i 43
ASTM C- ! 72
ASTM C-39
SAMPLE LOCATION: Level 1tl slab ~ Linc C ~ 2
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:20am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 57 l
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
S¢¢ pagc I
8208
12/28/1998 BATCH TIME: 8:49am
BY: Mike Odom
Fair
48 F CONCRETE: 55 F
TICKET NO: 1202713
UNIT WEIGHT (pep: N/A
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
2 I 6.25 i 2/3 ! / 1998 3 104610 3700
2 2 6.25 01/04/1999 7 120840 4270
2 3 6.25 01/04/! 999 7 125690 4440
Average 4360
2 4 6.25 01/25/1999 28 ! 64400 5810
2 5 6.25 01/25/1999 28 148980 5270
Average 5540
2 6 6.25 02/22/1999 56 234690 8300
'lllis rcporl is cxclusivcly lbr thc usc ol*thc clicm i.dicatcd above and shall not bc reproduced except in full without thc written approval oI'IIBC Engineering, Inc.
ltl I,I. Page 3 of 7
CO'NCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 12/28/1998 Report No.:
Client No.: 08644025 Project No.:
9834785
43-2333-98
~1901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
02/25/1999
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppeli, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast · compressive strength samples.
COnTRAC'rOR: BECK
CONCRETE SUPPLIER: TX[
PLANT: 31
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi (~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 8208 ..
PLACEMENT DATE: 12/2811998 BATCH TIME: 10:00am
TIME SAMPLED: 10:45am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F). AIR
TRUCK NO: 420
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Fair
52 F CONCRETE: 55 F
TICKET NO: ] 202816
UNITWEIGItT (pcf}: N/A
SAMPLE LOCATION: Along Linc B (~ 2.5
CYLINDER
MARKED
SET NO.
3 I 5.75
REPORT OF TESTS ACCUMULATIVE YARDS:
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) 'TESTED {days) (lbs. force) (psi)
i 2/31 / 1998 3 96580 3420
500
FRACTURE
TYPE
3 2 5.75 01/04/1999 7 ! 15490 4080
3 3 5.75 01/04/1999 7 121740 4310
Average 4200
3 4 5.75 01/25/1999 28 157700 5580
3 5 5.75 01/25/1999 28 145410 5140
Average 5360
3 6 5.75 02/22/1999 56 206640 7310
OILI.
This rcporl is exclusively lbr thc usc ol'lhc client i,dicatcd above and shall BDt bc reproduced except in tull without the written approval of l IBC Engineering, Inc.
PaRe 4 of 7
8901 Carpenter Frwy., Suite #100
Dallas, Terdm 75247
Date of Service:
Client No.:
12/28/1998
08644025
Report No.: 9834785
Project No.: 43-2333-98
Report Date
02/25/1999
Client: The Be~k 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.
CONTRACTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 3 1
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi (~ 28 Days
SLUMP: 6.0" Max
AIR: N/A
TEST METHOD: ASTM C- i 43
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Along 3.5 (t~ C
PROJECT DATA
CONCRETE CLASS: 8208
PLACP-MENT DATE: 12/28/1998 BATCI! TIME:
TIME SAMPLED: 12:00pm ay: Mike Odo*n
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F)-AIR 54 F CONCRETE: 56
TRUCK NO: 389
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page !
F
TICKET NO: 1202935
UNITWEIGIlT (pc0: N/A
1 l:19am
REPORT OF TESTS ACCUMULATIVE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTtl FRACTURE
SET NO. (inchea) TESTED (days) (lbs. force) (psi) TYPE
4 ! 5.50 12/31/1998 3 98510 3480
4 2 5.50 01/04/1999 7 130540 4620
4 3 5.50 01/04/1999 7 134970 4770
Average 4700
4 4 5.50 01/25/1999 28 195570 6920
4 5 5.50 01/25/I 999 28 204670 7240
Average 7080
4 6 5.50 02/22/1999 56 221760 7840
I!1 I.I.
This report is exclusively tbr the usc Gl*thc client indicated above and shall not bc reproduced except in lull without thc written approval of l IBC Engineering, Inc.
I'a~e 5 of 7
'CONCRETE COMPR o'SIVE
Date of Service:
Client No.:
Client:
12/28/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 PaciHc Ave., Suite 3800
Dallas TX 75201-4619
STRENGTH TES
.8901 Carpenter Frwy., Suite #100
Dallaa, Tezn 75247
Report No.: 9834785
Project No.: 43-2333-98
Report Date
02/25/1999
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppeli, 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 Ct,ASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/28/1998 BATCH TIME: I 1:58am
P~A~rr: 31 TIME SAMPLED: 1:05pm aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 5000 psi(~ 28 Days TEMPERATURE (F) - AIR 57 F CONCRETE: 57 F
SLUMP: 6.0" Max TRUCK NO: 562 TICKET NO: 1202994
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PI.ACEMENT LOCATION:
ASTM C- ! 72 Page 1
ASTM C-39
SAMPLE LOCATION:
Along B.5 ~ 5.3
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED {days) (lbs. force) (psi)
5 I 6.50 12/3 !/1998 3 71600 2530
5 2 6.50 0 i/04/1999 7 126740 4480
5 3 6.50 01/04/1999 7 123440 4370
Average 4430
5 4 6.50 01/25/I 999 28 184470 6520
5 5 6.50 01/25/1999 28 180360 6380
Average 6450
5 6 6.50 02/22/1999 56 ! 96470 6950
500
FRACTURE
TYPE
This report is exclusively Ibr the usc of the client indicated above and shall not be reproduced except in full without the written approval of l IBC Engineering. Inc.
01LI. Page 6 of 7
9834785
All samples from pump hopper.
Technician: Mike Odom
Report Distribution:
( I ) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brockctte Davis Drake, Inc.
( I ) Thc Beck Group
Started: 6:00am Finished: 2:30pm H~ ~
( I ) Thc Beck Group
( I ) Dalcan, lqc. Eugene~naroour
Vice President
This reporl is exclusively Ibr thc usc of thc clicut iudicatcd above and shall not b~ reproduced except in full witbout Ibc written approval of I IBC E,gin¢criug, Inc.
OI 1.1. Page 7 of 7