Verizon-LR 990201Date of Service: 12/04/1998
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Report No.: 9832771
Project No.: 43-2333-98
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Report Date
02/01/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
cowr~m BECK
CONC RE~'E SUPPLIER: TXI
Pt, ANT: 31
SPECIFICATION REQUIREMENTS
s'rav~a'm: 3000 psi @ 28 Days
SLtnVIP: 6.0" Max
AiR: N/A
~ MZ~OO: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 7.5 @ C.5
CYLINDER MEASURED
MA~ SLUMP
SET NO. (inches)
I 1 6.25
1 2 6.25
6.25
6.25
6.25
1 3
1 4
1 5
PROJECT DATA
coNc~m~ ct,,~ss: 9506
PLACEMENT DATE: 12/04/1998 BATCH :rnv~: 7:20am
TIME SAMPLED: 8:30am aY: Mike'Odom
WEATI-IER CONDITIONS:
TEMPERATURE (F). AIR
TRUCKNO: 418
Am CONTENT (%): 1.3
PLACEMENT LOCATION:
Partly cloudy
72 it CONCRETE: 78 F
TICKZT NO: 1194100
UNrr WEIGHT (pa).'. N/A
Building slab-on-grade L~vel I, between A & D, C & D, E & H & between 1-6, 6-15.
REPORT OF TESTS ACCUm-. TI YARDS: 330
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TE~UED (days) (ibe. force)
12/11/1998 7 104670 3700
12/11/1998 7 106250 3760
Average 3730
01/01/1999 28 133520 4720
01/01/1999 28 126080 4460
Average 4590
01/29/1999 56 157270 5560
FRACTURE
TYPE
Samples obtained from hopper.
OILL
This relx~ 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 I of 3
CONCRETE COMP IVE STRENGTH TEST
8~01 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/04/1998 Report No.: 9832771 Report Date
02/01/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project:
Arm: 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~P. aCTO~: BECK
CONCRETE SUPPLIER: TXI
PLANT: 31
S~'ECmCATION ~.~VX~IV. NTS
~a~: 3~ psi ~ 28 Days
sc~: 6.0" M~
· m: N/A
~ M~OO: AS~ C- 143
AS~ C- 172
ASTM C-39
SAMPLE LOCATION: K.S @ 9.3
CYLIHDER
MARKED
SET NO.
2 1
2 2
MEASURED
SLUMP
6.00
6.00
6.00
6.00
6.00
2 3
2 4
2 5
DATE
TESTED
PROJECT DATA
coNc~"r~ cLAss: 9506
PLACEMENT DATE: 12/04/1998 BATCH.TIME: 9i20am
TIME SAMPLED: 10:00am BY: Mike'Odom
WF. ATlmR CONDmONS: Partly cloudy
TgMP~.RATUP.~ IF)- Am 73 V CONCRETE: 79 F
T~VCKNO: 835 TICK~'TNO: 1194155
Am CONTENT (~): 1.5 ot~rr w~io~rr (~0: N/A
PLACEMENT LOCATION:
See page I
REPORT
OF
TESTS ACC X , V YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
12/11/1998
12/11/1998
01/01/1999
01/01/1999
01/29/1999
7 97620 3450
7 99240 3510
Average 3480
28 139630 4940
28 135750 4800
Average 4870
56 143880 5090
360
0ILL
This I~'port 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
C )NCRETE COMPRE IVE STRENGTH TESC
Date of Service: 12/04/1998
Client No.: 08644025
Client:
I
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
ENGINEERI~, INC
8~01 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9832771 Report Date
02/01/1999
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.
COttXaA~a: BECK
CONCRETE SUPPLIER: TXI
PLA~rr: 31
SPECIFICATION REQUIREbiEN~
s'm~aTH: 3000 psi @ 28 Days
SLOM~: 6.0" Max
Am: N/A
x~r METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 14.5
CYLIHDER MEASURED
MARKED SLUMP
SET NO. (lnehes)
3 I
3 2
5.75
5.75
5.75
5.75
5.75
3 3
3 4
3 5
PROJECT DATA
CONCl~"r~ CLASS: 9506
PLACEMFaNT DATE: 12/04/1998 BATCH ]CiM~: 10:22am
xaviE SAM~L,Va~: 1 l:30am aY: Mike bdom
WEATIEER CONDITIONS:
TEM~ERATUI~ (F). AIR
'im~UC~NO: 827
AIR CONTOrt (~): 1.4
PLACEMENT LOCATION:
Seepage I
Fair
76 F CONCh: 81 F
TICKET NO: 1194226
ut~rr w~m~rr (p~0:. N/A
REPORT OF TESTS ACCVSC, YARD : 360
MAXlblUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
12/11/1998 7 92290 3260
12/11/1998 7 94430 3340
Average 3300
01/01/1999 28 134790 4770
01/01/1999 28 132800 4700
Average 4740
01/29/1999 56 139740 4940
Technician: Mike Odom
Report Distribution:
(I) Tbe B~k Group
(1) Orou'mU. ky Dul~ee & Assoc.
(i) Brockette Davis Drake, Inc.
(I) The Beck Group
Started: 6:30am
(!) Th~ Beck Group
(i) Dalc~a, lac.
Finished: l:30pm
Eugene Harbour
Vice President
0ILL.
'l'nb 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 3 of 3
Date of Service: 12/30/1998 Report No.:
Client No.: 08644025 Project No.:
Client: The Beck Group Project:
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
· 8901 Carpenter Frwy., Suite #100
Dallas, Texas ?$247
9835090 Report Date
02/01/1999
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.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 12/30/1998 BATCH TIME: 1:55pm
PLANT: 41 TIME SAMPLED: 2:40pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STREN~-~t: 5000 psi ~ 28 Days TEMPERATURE (V) - AIR 54 F CONCRETE: 68 F
SLUMP: 6.0n Max TRUCKNO: 835 TICKETNO: 1205052
AIR: N/A AiR coNTFavr (%): N/A uNrr WEIGHT (pcO: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Five columns L~vel III-IV A-2, A, B, C, D (~ I Line
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: D-5
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH
SET NO. (inch.) TESTED (days) (Ib~. fore~) (psi)
1 I 6.00 01/06/1999 7 128020 4530
I 2 6.00 01/06/1999 7 134050 4740
Average 4640
I 3 6.00 01/27/1999 28 205140 7250
I 4 6.00 01/27/1999 28 193640 6850
Average 7050
1 5 6.00 02/24/1999 56
12
FRACTURE
TYPE
Technician: Mike Odom
Report Distribution:
(i) The necX C.~p
(1) Brock~te D~vis Drake, Inc.
(1) The B~ck Group
Started: 2:30am
(I) The Beck Group
(I) Dalcnn, Inc.
Finished: 4:00pm
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 ! ofl
CONCRETE COMPRE oSIVE STRENGTH TEST
8901 Carpenter Ftwy., Suite #100
Dallas, Texas '/~.47
Date of Service: 01/20/1999 Report No.: 9902678 Report Date
02/01/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project:
Arm: 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 strenlph samples.
coNTRAc'rom BECK
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENT~
STRENGTH: 5000 psi (~ 28 Days
SLUMP: 5.0" Max
AIR: N/A
TEST MET~OO: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CCASS: 8208
e~,CZM~rr OATE: 01/20/1999 BATCH TIME: l:51pm
TIME SAMPLED: 3:00pm By: Ervin Farris
WFATHER CONDmONS:
TEMPERATURE (F} - AIR
MUCK NO: 456
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Cloudy
72 F CONCRETE: 74 F
TICKETrqO: 1220454
tn~rr WEIGHT (pc0.: N/A
Columns Level #5 Area 4B #'s lO-K, L, M, N, I I-E & F, 12-E & F, 13-E, .F, G, H & 12-O
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
10-K, L, M, N & 1 I-E
MEASURED
SLUMP
(inches)
I 1 3.00
I 2 3.00
I 3 3.00
I 4 3.00
I 5 3.00
I 6 3.00
Technician: Ervin Farris
Report Distribution:
(I) The Beck Group
(I) Oromalzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
REPORT OF TESTS
DATE
TESTED
01/23/1999
01/23/1999
ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) Oh. force) (psi)
01/27/1999
01/27/1999
02/17/1999
02/17/1999
Started: 3:00pm
(I) The Beck Group
(I) Dalcan, Inc.
3
3
7
28
28
Finished: 5:00pm
141020 4990
132230 4680
Average 4840
147240 5210
151320 5350
Average 5280
~ Enginee,~
Eugene eraroour
Vice President
0ILL
This report is exclusively for the use oftbe 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?
8~01 Cm'penteF lq'wy., Suite #100
Dallas, Texas 75247
Date of Service: 01/2111999 Report No.: 9902785 Report Date
02/01/1999
Client No.: 08644025 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.
conxaacxoa: BECK
CONCRRTE SUPPLIgR: TXI
PLA~: 41
s~cnncaTioN
STmmGxm 4000 psi @ 28 Days
SLtnm,: 6.0" Max
Am: N/A
T~r M~'mOD: ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRgTE CLASS: 9508
PLACEM DATE: 01/2111999 BATCH.TIME: l:33pm
TIME SAMPLED: 2:15pm BY: Mike'Whyman
WEATRER CoNDmoNs: Mostly clear
TFAV~ERATURE 0r)- AIR 76 g CONCh: 79 F
~uc~no: 530 ~c~o: 12217~
Am co~ (~): N/A ~ ~m~ (~:. NIA
P~C~ ~A~ON: ..
Footing for retaining wall at patiO
SAMPLE LOCATION:
CYLINDKR
MARKgD
SET NO.
See placement location
MEASURED
SLUMP
(inches)
1 I 4.00
1 2 4.00
1 3 4.00
I 4 4.00
DATE
TESTED
01/28/1999
01/2811999
REPORT OF TESTS ACCUMIJLATIVEYARDS:
MAXIMUM COMPRE~IVE
AGE .:'" LOAD STRENGTH
(days) 0bs. force) (psi)
7 129430 4580
7 119580 4230
Average 4410
02/18/1999
02/1811999
28
28
Technician: Mike Whyman
Report Distribution:
(I) The Beck Group
(I) Gromatzky Dupree & Assoc.
(I) Brocket~ Davis Drakc, Inc.
(I) ~ne Beck Group
Started: l:00pm
(I) The Beck Group
(1) Dalcan, lac.
Finished: 2:30pm
H~ Eng~~a~
Eugene t~bour
Vice President
01LL
This report is exclusively for the use of~he client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of I
CONCRETE COMPRESSIVE STRENGTH TES'i"
Date of Service: 01/22/1999
Client No.: 08644025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.:
Project No.:
Project:
9902917
43-2333-98
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
02/0111999
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.
cowrRAcrom BECK
coNc~'ngsurPLmg: TXI
Pt~r,rr: 41
SPECIFICATION REQUI~
sTi~_~o'rm 4000 psi @ 28 Days
SLUMP: 3-5"
AIR: N/A
TEst ME'mOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.25
1 2 5.25
1 3 5.25
1 4 5.25
1 5 5.25
Sample location: South end
Technidan: Mario Villanueva
Report Distribution:
(i) The Beck Group
(1) Gromatzky Dupree & Assoc.
(I) Brockette Davis D~ke, Inc.
(1) The Beck Group
PROJECT DATA
· CONC~mrz CLASS: 9508
PLACEMFaN'T DATE: 01/22/1999 BATCH TIME: 2:16pm
~,mS,O~LED: 2:55pm nY: Mari6 Villanueva
WEA~R CoNorrloNs: Cloudy
TEMPERATURE~9-AIR 51 F CONCRETE: 68 F
TRUCK NO: 641 TICKET NO: 1223197
AIR CONTENT (~): N/A UN~ WEIGHT (podi N/A
PLACEMENT LOCATION:
Loading dock r~aining wall & footing
REPORT OF TESTS · ACCUMULATIVE YARDS: 10
MAXIblUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
~D (days) (lbs. force) (psi) TYPE
01/29/1999 7 131170 4640
01/29/1999 7 142180 5030
Average 4840
02/19/1999 28
02/1911999 28
03/19/1999 56
of retaining wall, 15' ease of footing~ E~~~~~g~Inc.
Staffed: 2:30pm Finished: 4:30pm
(I) The Beck Group
(i) Dalcan, Inc. Eugene Harbour
Vice President
0ILL
This report is exclusively for the use of ~hc client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 1 of I