Verizon-LR 990209CONCRETE COMPRESSIVE STRENGTH TES
.8.901 Carpenm- Frwy., Suite #100
~ T~ms 75247
Report Date
Report No.: 9903696 02/09/1999
Date of Service: 02/01/1999
Client No.: 08644025
Client:
Services:
Project No.: 43-2333-98
The Beck Group
Attn: Gillett Berget
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
CONTRaCrroR: BECK
coNc~'r~ SUtn, Lwa: TXI
p~: 43
SPECie.ON ~UI~~
~~: 5~ psi ~ 28 Days
sc~: 6.0" Max
niR: N/A
x~ M~Om ASTM C- 143
AS~ C-172
ASTM C-39
PROJECT DATA
coNcP--g~ cLAss: 8208
pLACEM~'T DATE: 02/0111999 BATCH TaYto: 'i:48pm
TIME SAMPLED: 2:30pm BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 642
AIR co~rF.2~ (~): N/A
Partly cloudy
62 F coNcam~: 69 F
TICKET NO: 1228679
OmT WgmHT (P~0: N/A
PLACEMENT LOCATION:
Building I, i.cvel V Area B roof columns (19) A,B,C,D ~ 6, ABC ~7, AB · 8, N,M,L,K
~ 9, K, J, L ~ 9.3, KJ, L ~ 9.7
SAMPLE LOCATION: A-6
CYLINDER
MARKED
SET NO.
REPORT OF TESTS ACCUMULATivE YARD : 43.5
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inch~s) TESTED (days) Obs. force) (psi) TYPE
I I 5.75 02/03/1999 2 54200 1920
5.75 02/08/1999 7 118110 4180
5.75 02/0811999 7 134840 4770
Average 4480
1 4 5.75 03/01/1999 28
1 5 5.75 03/01/1999 28
5.75 03/29/1999 56
0ILL
This report is exclusively for ~hc usc of the client indicated above and shall not bc reproduced except in full without thc written approval of HBC Engineering, Inc.
Page I of 2
Report No.: 9903~96
Twenty (20) gallons
of water added.
Technician: Mike Odom
Report Distribution:
(1) The Beck Grmap
(1) Gromatzky Dapree & Assoc.
(I) Brockette Davis Drake, Inc.
(!) The Beck Group
Started: h30pm
(1) The Beck Group
(1) Dalcan, Inc.
Finished: 5:00pm
Engineering, 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 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
0111111999
08644025
Report No.: 9901730
Project No.: 43-2333-98
Report Date
02/09/1999
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.
CONTRACTOR: BECK
CONCI~rE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
STm~(;TH: 5000 psi @ 28 Days
SLtrMP: 6.0" Max
AIR: N/A
T~vr M~mOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
A.5 @ 1.5
PROJECT DATA
CONCRET~ CLASS: 8208
PLACEMENT DATE: 01/11/1999 BATCH TIME: 3:46am
TIME SAI~LED: 4:05am BY: Mike Odom
WEATItER CONDrrlONS:
TEMPERATURE (F) - AIR
TRUCK NO: 470
Am CONTENT (%): N/A
PLACEMENT LOCATION:
Level IV, building slab 1-5.7 & A-D
Fair
42 F CONCRETV.: 55 V
TICKET SO: 1211055
c~rr WEXGaT (p~:. N/A
REPORT OF TESTS ACC aWE YARDS: 510
C n,r ER MEASURED MAX n COMP _.SSXVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.00 01/14/1999 3 105870 3740
I 2 6.00 01/18/1999 7 136780 4840
1 3 6.00 01 / 18/1999 7 142670 5050
Average 4950
1 4 6.00 02/08/1999 28 212870 7530
I 5 6.00 02/08/1999 28 204390 7230
Average 7380
I 6 6.00 03/08/1999 56
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 6
1
CONCRETE COMPRESSIVE STRENGTH TEST'
Date of Service:
Client No.:
Client:
01/11/1999
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
8.901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9901730 Report Date
02/09/1999
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.
CO~CTOm BECK
CONC~rg S~PPLmR: TXI
~: 41
~EC~I~ON ~QUI~
SL~:
AIR:
T~ M~IOD:
5000 psi @ 28 Days
6.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B @ 2
PROJECT DATA
CONCa~rr~ CLASS: 8208
PLACi~M~ DATE: 01/11/1999 BATCH TIM~: 5:10am
T~,ESAI~LED: 5:50am BY: Mike Odom
WEATI~R CoNDmONS:
TEMPERATURE (1~. Am
TRUCK NO: 450
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Fair
38 F CONCa~T~: 55 v
TICK~ t~O: 1211104
vNrr w~Ia~rr (pc0..' N/A
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 1 5.75
REPORT OF TESTS
MAXn~crM
DATE AGE LOAD
~D (days) (lbs. force)
01/14/1999 3 113820
ACCUMULATIVE YARD~: 5 I0
COMPRESSIVE
6~ENGTH FRACTURE
(psi) TYPE
4030
2 2 5.75
2 3 5.75
2 4 5.75
2 5 5.75
2 6 5.75
01/18/1999 7 141660
01/18/1999 7 143870
Average
02/08/1999 28 226520
02/08/1999 28 236900
Average
03/08/1999 56
5010
5090
5050
8010
8380
8200
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 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
01/11/1999
08644025
Report No.: 9901730
Project No.: 43-2333-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Report Date
02/09/1999
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
co~rrRAcxox: BECK CONCU~TE C~SS: 8208
CONCRETE SUPPLIER: TXI Pcncmaravr DATE: 01/11/1~9 BATCH ~: 6:17am
r~: 41 ~ SAILED: 6:50am BY: Mike Odom
S~ZC~Cn~O~ ~QU~~ ~~ commons: Faff
~G~: 5~psi ~ 28Days ~z~ ~'Am 40 v co~c~: 55 v
sL~: 6.0" M~ xaucg~o: 458 ~c~ ~o: 12111~
A~ N/A Am co~ (~): N/A u~ ~ (~0~ N/A
~ M~ZOO: ASTM C- 143 v~c~z~ LOCAX~O~:
S~e page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: C @ 3
REPORT OF TESTS ACC~n~CA~E YARDS: 510
c~za Mp~s~u~ M~x~ co~REssrw
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 5.50 01 / 1411999 3 126070 4460
3 2 5.50 01/18/1999 7 192590 6810
3 3 5.50 01/18/1999 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 03/0811999 56
OILL
This repoa is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST'
Date of Service: 01/11/1999 Report No.:
Client No.: 08644025 Project No.:
8901 Carpeuter Frwy. Suite #100
D-u~. T,~ 75247
9901730 Report Date
02/0911999
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.
PROJECT DATA
Co~rrlO, CTOR: BECK
coNcRETE SOPrUER: TXI
PL~rr: 41
SPEC~CA~ON ~QU~~ ~R CO~ONS: Fair
s~a~: 5~psi ~ 28Days ~g~(~.~m 41 g conch: 55 g
SL~: 6.0" Max ~RocgNo: 453 TIc--No: 1211294
· m: N/A Am co~ (%): N/A ~ ~ (~ N/A
~ ~oo: AS~ C- 143 P~c~ ~CAT~ON:
~ page 1
ASTM C- 172
AS~ C-39
SAMPLE LOCATION: C @ 3.3
CONO~ET~ CLASS: 8208 .
PLACEMENT DATE: 01/11/1999 BATCH TIME: 7:18am
TIME SAMPLED: 8:00am BY: Mike Odom
REPORT OF TESTS ACCVm n YARDS: 510
MRASVRED co ssxw
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.25 01 / 14/1999 3 103740 3670
4 2 5.25 01118/1999 7 147350 5210
4 3 5.25 01/18/1999 7 142720 5050
Average 5130
4 4 5.25 02/08/1999 28 223550 7910
4 5 5.25 02/0811999 28 241700 8550
Average 8230
4 6 5.25 03/08/1999 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 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 01/11/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
.$901 C~t~r Frwy., Suit~ #100
Dalhm; T~ 75247
9901730 Report Date
02/09/1999
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.
co~rRACTOa: BECK
CONCRE'r~ SUPPUEa: TXI
PLANT: 41
SPECIFICATION REQU IREMF2h"rs
STaXNOT~: 5000 psi @ 28 Days
SLUM~: 6.0" Max
Am: N/A
TF. ST M~TtOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: C-4
CYLINDER MEASURED
MARKED SLUMP
SET NO. (Inche~)
5 1 5.50
5 2 5.50
5 3 5.50
5 4 5.50
5 5 5.50
5 6 5.50
DATE
TESTED
01114/1999
PROJECT DATA
CONC~T~ CLASS: 8208
PLACEMENT DATE: 01/11/1999 BATCH TIME: 8:41am
TIME SAMPLED: 9:25am BY: Mike Odom
W~A~R CONDmONS: Partly cloudy
TF~TURE (~. Am 50 F CONCRgTg: 55 F
~UC~NO: 461 T~C~ ~O: 1211437
Am co~ (%): N/A u~ ~IO~ (~: N/A
P~CEM~ ~ATION:
~ge !
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(dnys) (lbs. force) (psi)
3 106020 3750
01118/1999
01118/1999
02/08/1999
02/0811999
03/08/1999
7 168550 5960
7 154600 5470
Average 5720
28 217620 7700
28 223890 7920
Average 7810
56
510
FRACTURE
TYPE
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 5 of 6
Report No.:
9901730
Note: Ail samples and slumps were taken at hopper. Ten gallons of water was added
for this set.
Technician: Mike Odom
Report Distribution:
(1) TI~ Beck Group
(i) Gromatzky Dupree & Assoc.
(i) Brockcttc Davis Drake, Inc.
(I) Thc Beck Group
su~ed: 3:00am
(I) The Beck Group
(I) Dalcan, Inc.
Finished: 10:00am
Eugene Harbour
Vice President
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc wriucn approval of HBC Engineering, Inc.
0iLL Page 6 of 6