Verizon-LR 990216-
CONCRETE COMPRE SI STRENGTH TES'x'
Date of Service:
Client No.:
12/21/1998
08644025
Report No.: 9834234
Project No.: 43-2333-98
· 8901 Carpenter Frwy., Suite#100
Dnll~, Texas 75~47
Report Date
02/16/1999
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.
colvraAcroa: BECK
CONCI~TE SUPPLIER: TXI
PLAt~r: 31
SPECIFICATION REQUIREblEaNTS
STRgNGTIi: 5000 psi @ 28 Days
SLUMP: 6.0" Max
Am: N/A
~ ~OD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: N @ 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. 0riches)
1 1 6.75
I 2 6.75
1 3 6.75
I 4 6.75
1 5 6.75
T~chnician: Mike Odom
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
PROJECT DATA
coNc~r~ ct. ass: 8208
PLACEMI~tT DATE: 12/21/1998 BATCH TIME: l:28pm
TaStE SAMPt. ED: 2:15pm aY: Mike Odom
WEATItER CONDITIONS: Cloudy
~F.,RATURE (F) - AIR 38 F CONCRETE: 58 F
TRUCg NO: 905 TICgE'r NO: 1202508
A~R CO~ (%): N/A U~ WEIG~ (~: N/A
P~C~ ~ON:
Level H-Ill colum~ O F-O O 12. F-G · 13, F O 1 I, N,M, L,K O 9-7, N, M, L O 10
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
12/26/1998 5 56480
ACCUMULATIVE YARDS: 25
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
20O0
12/28/1998 7 82570 2920
01/18/1999 28
01/18/1999 28
02/15/1999 56
Started: 12:30pm
(I) The Beck Group
(I) D~lcan, Inc.
169640 6000
182340 6450
Average 6230
187020 6610
Finished: 4:00pm
Eugene Harbour
Vice President
0ILL
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.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TES'I
I
Date of Service: 01/18/1999
Client No.: 08644025
Report No.: 9902420
Project No.: 43-2333-98
8901 Carpenter Fr~., Suite #100
Dallas, Texas 75247
Report Date
02/16/1999
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~m~AC'XOR: BECK
CONCRETE SUPPLIER: TXI
PLAt~rr: 31
SPECIFICATION REQUIREMENTS
s~u~;mml: 5000 psi @ 28 Days
SLUMP: 6.0" Max
AIR: N/A
~ M'~mOD: ASTM C- 143
ASTM C- 172
ASTlVi C-39
PROJECT DATA
CO~C~'T~ CUASS: 8208
PLACEMENT DATE: 01/18/1999 BATCH TIME: 3:23pm
TIM~ SAMPLED: 4:15pm ~,v: Mike Odom
WEATIiER CONDITIONS:
TI2dP~RATURE (F) - AIR
T~UCKNO: 480
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Fair
63 s CONCRETg: 68 F
TICKET NO: 1217978
UNIT WEIGHT (l~:f): N/A
Level IV building columns (9) A,B, C,D ~ 6, A,B C ~7, N & M @ 9
Note: Fifteen (15) gallons of water added.
SAMPLE LOCATION: A @ 7
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I 1 6.00
REPORT OF TESTS ACCuM,. mw . YAMS:
MAXIblUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (ib~ force) (psi)
01/19/1999 1 32390 1150
19.5
FRACTURE
TYPE
I 2 6.00
I 3 6.00
I 4 6.00
1 5 6.00
I 6 6.00
TechnlOan: Mike Odom
Report Distribution:
(I) Tbe Beek Group
(I) Gromatzky Dupfee & Assoc.
(I) Brocketle Davis Drake, Inc.
(l) The Beck Group
01/25/1999 7
01/25/1999 7
02/15/1999 28
02/15/1999 28
03/15/1999 56
Started: 3:00pm
(I) The Beck Group
(I) Dalcan, Inc.
98460
105700
Average
155320
145590
Average
3480
3740
3610
5490
5150
5320
Finished: 6:00pm
~ Engi~, Inc.
Eugene Harbour
Vice President
This repo~ 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 I of I
CONCRETE COMPRESSIVE ST NGTH TEST
Date of Service: 01/18/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4519
8901 Carpenter Frwy., Suite #100
Dalla,, T~xa~ 7S247
9902392 Report Date
02/16/1999
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.
cot~rranc'roR: BECK
CONCR_WrE SUPPLIER: TXI
Pr. ANT: 41
SPECIFICATION REQUIREMENTS
STabS'm: 5000 psi @ 28 Days
SLCrM~: 6.0" Max
Aim N/A
TEST MET~IOO: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
C.5@6
PROJECT DATA
cot~cRE'rg Ct,ASS: 154
PLACEMENT OATE: 01/18/1999 BATCH TIME: 2:59am
TIME SAMPLED: 3:30am BY: Mike Odom
WF..ATIIER CONDITIONS:
TEMPERATURg (It). AIR
TRUCKNO: 715
AIR CONTENT {%}: 1.7
PLACEMENT LOCATION:
Fair
41 F CONCR~E: 62 F
TICKE'r NO: 1216779
uNrr ~VEIatrr (per),: N/A
Level IV building slab Area B, 5.7-13 Lines
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 5.50
REPORT OF TESTS Acct TIVE YARDS: 540
MAXIbIUM COMPRESSIVE
DATE AGE LOAD STRENGTtl
TESTED (days) (lbs. force) (psi)
01/20/1999 2 117510 4160
FRACTURE
TYPE
I 2 5.50
01/21/1999 3 135720
4800
I 3 5.50
I 4 5.50
I 5 5.50
I 6 5.50
01/25/1999 7 163380
01/25/1999 7 169330
Average
02/15/1999 28 229570
02/1511999 28 242550
Average
5780
5990
5890
8120
8580
8350
01LL
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 I of 10
C~ER ~~D ~~ CO~IVE
~ SL~P DATE AGE LOAD
S~ NO. (~) ~D (days) (i~ fore) (~i) ~E
I 7 5.50 03/15/1999 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.
OILL Page 2 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suit~ #100
Dallas, Texas 75247
Date of Service:
Client No.:
01/18/1999
08644025
Report No.: 9902392
Project No.: 43-2333-98
Report Date
02/16/1999
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.
COtVnO, CTOR: BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS WEATtlER CONDITIONS: Fair
s'r~N(~: 5000 psi @ 28 Days T~tPEaA'ru~ (t3-AIR 38 F CONCRETE: 63 F
SLUMP: 6.0" Max TRUCKNO: 716 TICKETNO: 1216814
AIR: N/A AIR CON'r~rr (~): N/A uNrr WEi(;irr (p~f: N/A
TEST METIIOO: ASTM C- 143 PLACEMENT LOCATION:
ASTM C-172 See page I
ASTM C-39
SAMPLE LOCATION: B.5 @ 6.5
PROJECT DATA
CONCRE'r~ CLASS: 154
PLACEMENT DATE: 01/18/1999 BATCH TIME: 4:19am
TIME SAMPLED: 4:45am BY: Mike Odom
REPORT OF TESTS ACCmXn,Am, E VAlUeS: 540
CVL',' DER M SUl m, xnvnen
~D SL~ DA~ AGE LOAD ~G~ F~~
S~ NO. (~) ~D (~ys) (1~ for~) (~i) ~PE
2 t 5.50 01~0/1999 2 121610 43~
2 2 5.50 01/21/1999 3 143700 5080
2 3 5.50 01/25/1999 7 155590 5500
2 4 5.50 01/25/1999 7 158590 5610
Average 5560
2 5 5.50 02/15/I999 28 224290 7930
2 6 5.50 02/15/1999 28 218520 7730
Average 7830
0ILL
This report 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 3 of 10
CYLINDER MEASURED MA~ COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRI~. GTH FRACTURE
SET NO. (inches) TESTED (days) (lb~. force) (psi) TYPE
2 7 5.50 03/15/1999
Ten (10) gallons of water added.
56
OILL
This report is exclusively for thc usc of Ihe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 4 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 0111811999
Client No.: 08644025
Client: The Beck Group
Attn: Oillett Berger
..1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9902392 Report Date
02/16/1999
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.
con'rgacrom BECK
CONCRETE SUPPLIER: TXI
PL.~Vr: 41
SPECIFICATION m?X/UnU~,MEnTS
grmg,~x~: 5000 psi @ 28 Days
SLUMP: 6.0" Max
A~ N/A
~ MmniOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: M,5 @ 9.3
PROJECT DATA
CONCaETE CLASS: 154
PLACEMENT DATE: 01/18/1999 BATCH TIME: 5:31am
TIME SAMPLED: 6:00am BY: Mike Odom
WEATHER CONDrrloNS:
TEMPERATURE (F). AIR
TRUCK NO: 45 1
AIR CO~ (%): N/A
PLACEMENT LOCATION:
See page 1
Fair
41 g CONCRWrE: 59 F
Ticr~-'r No: 1216878
uNrr wE~Gtrr (pm: N/A
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.75 01/20/1999 2 119380
ACCUMULATIVE YARDS: 540
COMPRF. SSIVI~
STRENGTH FRACTURE
(psi) TYPE
4220
3 2 5.75 01/21/1999 3 137730 4870
3 3 5.75 01/25/1999 7 167940 5940
3 4 5.75 01/25/1999 7 178940 6330
Average 6140
3 5 5.75 02/1511999 28 224460 7940
3 6 5.75 02/15/1999 28 217840 7700
Average 7820
OILL
This vcpott 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 5 of 10
CYLINDER MEASURED MAXlbP, JM 'COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (ia~es) TESTED (days) 0b~ force) (pd) TYPE
3 7 5.75 03/15/1999 56
This repo~ is exclusively for the use of the client indicated above and shall not In reproduced except in full without ~he written approval of HBC Engineering, Inc.
OILL Page 6 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service:
Client No.:
Client:
01/18/1999
08644025
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
Dalla~ T~m 75247
9902392 Report Date
02/16/1999
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.
cot, tractoR: BECK
CONCR~FE SUPPLIER: TXI
PLAl~rr: 41
S~Cn~CAT~ON
~o~: 5~ psi ~ 28 Days
SL~: 6.0" Max
~ N/A
~ ~iOD: ASTM C- t43
AS~ C-t72
AS~ C-39
SAMPLE LOCATION:
G.5 @ 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 6.00
4 2 6.00
4 3 6.00
4 4 6.00
4 5 6.00
4 6 6.00
DATE
TESTED
01/20/1999
01/21/1999
01/25/1999
01/25/1999
02/15/1999
02/15/1999
PROJECT DATA
CONCRETE CLASS: 154
PLACEMENT DATE: 01118/1999 BATCH TIME: 6:41am
TIME SAMPLED: 7:05am BY: Mike Odom
WEATItER CoNDmoNs:
TEMPERATUI~ (F). AIR
~UCKNO: 803
Am CO~ (~): N/A
P~C~ LOCATION:
S~ ~ge I
Fair
39 F CONCRE'~: 61 F
TICK~ NO: 1216946
tmrr w~ion'r (pa):. N/A
REPORT OF TESTS
AGE LOAD
(days) (lbs. force)
2 122120
ACCUMULATIVE YARDS: 540
COMPRESSIVE
STRENGTH FRACTURE
(~i) TYPE
4320
3 130050 4600
7 170860 6040
7 184000 6510
Average 6280
28 215500 7620
28 240860 8520
Average 8070
0ILL
This report 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 7 of 10
l~ep~r~ No.: 9902392
MARKED SLUMP DATE AGE
SET NO. ¢~s) TESTED (days)
4 7 6.00 03/15/1999 56
No water added.
MAXIMUM ' COMPRESSIVE
LOAD STRENGTH FRACTURE
Obs. force) (pM) TYPE
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 8 of 10
C ONCRF. TE COMPRESSIVE STRENGTH TESrl
Date of Service: 01/18/1999 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
9902392
43-2333-98
8901 Carpenter Frwy., Suite #100
Dairy_; T,~*~ 75247
Report Date
02/16/1999
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.
con'rRAcroa: BECK
CONCRETE SUPPLIER: TXI
P~nivr: 41
SPECnVCAT~On REQUlm~
~a~: 5~ psi ~ 28 Days
sc~: 6.0" M~
AIR: N/A
~ ~o~: ASTM C- 143
AS~ C-172
ASTM C-39
SAMPLE LOCATION: E.5 ~ 12
PROJECT DATA
CONCRETE CLASS: 154
PLACEMENT DATE: 01/18/1999 BATCH TIME: 8:09am
TZM~SAMPL~: 8:35am BY: Mike Odom
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK~O: 802
AIR co~rrgN'r (~): N/A
PLACF, MF.,NT LOCATION:
See page I
Fair
41 v CONCh: 61 v
Ticr~r No: 1217130
t~rr WEZGtrr (p--0: N/A
CYLINDER MEASURED
MARKED SLUMP
SET NO. 0aches)
5 1 5.75
5 2 5.75
5 3 5.75
5 4 5.75
5 5 5.75
5 6 5.75
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (ll~. force)
01/2011999 2 118610
01/2111999 3 137060
01/25/1999 7 158430
01/25/1999 7 161470
Average
02/15/1999 28 230760
02/15/1999 28 219450
Average
ACCUMULATIVE YARDS: 540
COMPRESSIVE
STRENGTH FRACTURE
(l~i) TYPE
4190
4850
5600
5710
5660
8160
7760
7960
This report is exclusively for thc use of thc client indicated abovc and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
OILL Page 9 of 10
Report No.: 9902392
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (h~he~) TESTED
5 7 5.75 03/15/1999
Ten (10) gallons of water added.
AGE
(dm)
56
MAXIMUM
LOAD
(ll~. force)
· COMPRESSIVE
STRENGTH
Technician: Mike Odom
Report Distribution:
(1) Tbe Beck Group
(1) Gromatzky Duple & Assoc.
(!) Brockette Davis Drake, inc.
(I) The Beck Group
Started: 2:00am
(1) The Beck Group
(1) Dalcan, Inc.
Finished: lO:OOam
Engineering, Inc.
Eugene Harbour
Vice President
This report is exclusively for the use of tbe client indicated above and shall not be reproduced except in full without lhe written approval of HBC Engineering, Inc.
OILL Page 10 of 10