Verizon-LR 990414CONCRF. TE COMPRESSIVE STRENGTH TES'r
ENGINEERII~, INC.
89~1 Carpenter Frwy., Suit~ #1~0
Dallas, Te:ma 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
co~rrRAc'roR: BECK CONCRETE Ct~SS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCH TnV~: 2:51am
PLANT: 41 TIME SAMPLED: 3:30am BY: Mike Odom
SPECIFICATION REQUIRE;MEN'rS WEATHER COmmONS: Fair
STREN(;T~: 5000 psi @ 28 Days TEMPERATURe- (F) - AIR 48 F CONCRETE: 60 F
SLUM~: 6.0" Max TRUCKNO: 461 TICKET NO: 1262303
AIR: N/A Am CONTENT (%): N/A vNrr WEia~r (pc0.: N/A
T~_~T ~mTHOD: ASTM C- 143 PLAC~VlZ~T LOCATION:
Building slab, Area C Level V
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5 @ 13.5
REPORT OF TESTS ACCt - LAT,VE YAWS: 500
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.00 03/18/1999 2 66810 2360
I 2 6.00 03/23/1999 7 131450 4650
I 3 6.00 03/23/1999 7 121840 4310
Average 4480
I 4 6.00 04/13/1999 28 199280 7050
I 5 6.00 04/13/1999 28 198450 7020
Average 7040
I 6 6.00 '05/11/1999 56
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.
0ILL Page I of 7
Report No.: 9907797
Five (5) ~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.
0ILL Page 2 of 7
CONCRETE COMPRESSIVE STRENGTH TESrl'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 03116/1999 Report No.: 9907797 Report Date
0411411999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Ber§er Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTEACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCH TIME: 4:14am
PLANT: 41 TIME SAMPLED: 4:40am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATI~R CONDITIONS: Fair
STRENGTH: 5000 psi @ 28 Days TEMPEEATURE (~3- AIR 47 F CONCRET£: 61 F
SLUMP: 6.0" Max TRUCK NO: 641 TICKET NO: 1262368
AXR: N/A AIR COt~tTENT (,~): 1.4 uNrr WEIGHT (pcf); N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: F @ 15
REPORT OF TESTS ACC LA VE YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.75 0311811999 2 72970 2580
2 2 5.75 03/23/1999 7 133620 4730
2 3 5.75 03/23/1999 7 127210 4500
Average 4620
2 4 5.75 04/13/1999 28 204790 7240
2 5 5.75 04/13/1999 28 208650 7380
Average 7310
2 6 5.75 05/11/1999 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 3 of 7
Report No.: 9907797
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.
OILL Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TES I
8~01 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
COt~nO, CTOR: BECK CONCRk-n~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 03/16/1999 BATCH Tra~: 5:44am
PLnbrr: 41 TIME SAMPLED: 6:25am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATItERCONDrrIoNS: Fair
Sa~.~NGTH: 5000 psi @ 28 Days T~M~V. EATUm~ (~3- AIR 46 F CONCRETV.: 62 l~
SL~P: 6.0" Max TRUCK NO: 641 TIcKer NO: 1262475
AI~ N/A Am cowr~t~r ¢~): N/A uNrr w~iG~rr (pm.'. N/A
X~ZT M~mOD: ASTM C- 143 PLACgZ, mto~ LOCATION:
See page !
^STM C-172
ASTM C-39
SAMPLE LOCATION: G @ 16
REPORT OF TESTS ACCUMm W-YARDS: 500
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.00 03/18/1999 2 87520 3090
3 2 6.00 03/23/1999 7 144670 5120
3 3 6.00 03/23/1999 7 147280 5210
Average 5170
3 4 6.00 04/13/1999 28 206590 7310
3 5 6.00 04/13/1999 28 204390 7230
Average 7270
3 6 6.00 05/11/1999 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 S of 7
CONCRETE COMPRE ,SIVE STRENGTH TESx'
8901 Carpent~' Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03/16/1999 Report No.: 9907797
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 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 CONCaETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DAT~: 03/16/1999 BATCH TIME: 7:17am
PLnNT: 4 ! TIME SAMPLED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONOmONS: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE {F} - AIR 51 F CONCRETE: 63 V
SLUM~: 6.0" Max TRUCK ~O: 643 Ticr,~-'r NO: 1262664
AIR: N/A AIR COt~'rENT (%): N/A UNIT WEIGHT (pcf): N/A
~ MET~IOO: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: G.5 @ 17
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
4 I 5.75 03/18/1999 2 76480 2700
4 2 5.75 03/23/1999 7 122060 4320
4 3 5.75 03/23~ 1999 7 113080 4000
Average 4160
4 4 5.75 04/13/1999 28 185900 6570
4 5 5.75 04/13/1999 28 171310 6060
Average 6320
4 6 5.75 05/11/1999 56
This repor~ is exclusively for the use of the client indicawd above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
0ILL Page 6 of 7
CONCRETE COMPRESSIVE STRENGTH TES'x-
8901 Carpenter Frwy., Suite #100
Dallm, Texas 75247
Date of Service: 03/16/1999 Report No.: 9907797 Report Date
04/14/1999
Client No,: 08644025 Project No,: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONXr, ACTOR: BECK CONCRE~ Ct.~SS: 8208
CONCRETE SUPPLIER: TXI PLACEMENTDAXZ: 03/16/1999 BATCH TIME: 8:22am
PLANT: 41 TIME SAMPLED: 9:05am BY: Mike Odom
SPECIFICATION REQUIRE~F_,NTS WE, ATI~R Cot~mONS: Partly cloudy
STRENO'm: 5000 psi @ 28 Days TEMPERATORg fi)- Am 54 V CONCRETE: 64 F
SLUMP: 6.0" Max TaUC£ NO: 461 TICKET NO: 1262791
AIR: N/A Am co~brr (~,): N/A UNIT WEIGHT (per).: N/A
TEST ME'mOU: ASTM C- 143 PLnC~t~rr LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F @ 17.5
REPORT OF TESTS ACCU347JLATIVE YARDS: 500
CVL roEa MRASURED MAX COMPRESSlV
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 6.00 03/18/1999 2 68340 2420
5 2 6.00 03/23/1999 7 138950 4910
5 3 6.00 03/23/1999 7 142480 5040
Average 4980
5 4 6.00 04/13/1999 28 193610 6850
5 5 6.00 04/13/1999 28 190530 6740
Average 6800
5 6 6.00 05/11/1999 56
Technician: Mike Odom Started: 2:00am Finished: 10:30am H~ En~~~''~--
Report Distribution:
(1) The Beck Group ( I ) The Beck Group
( I ) Gromatzky Dupree & Assoc. ( i ) Dalcan, Inc. Eugene Harbour
(1) Brockette Davis Drake, Inc. (I) H BC Engineering/Eugene Harbour Vice President
( I ) Ti~ Beck Group
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 7 of 7
CONCRETE COMPRESSIVE STRENGTH TEKI
8901 Carl)mm' Fnvy. Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 02/15/1999 Report No.: 9905054
04/14/1999
Client No.: 08044025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CO~n~,C'XOR: BECK CONCm~ CLASS: 8208
CONCRETE SUPPLIER: TXI I't,ACEMV..wr OAT~: 02/15/1999 EATCtt TaYto: 2:37pm
Pt,nwr: 4 ! TIME SAMPLED: 3:05pm BY: Mike Odom
SPECn~CAT~ON REOv0nu~vty.2q'rs V,~.~Ttma Cot~moNs: Partly Cloudy
STRE~Gx~: 5000 psi @ 28 Days X~vn'ERATUt~ (~3- Am 68 F CONCREX~: 76 F
SLUM~: 6" Max xauc~ NO: 454 xxcg~r NO: 1240569
Am~ N/A Am CONX~wr (%): N/A crNrr W~X~;nT (pc~:. N/A
~ M~'nioo: ASTM C- 143 PLAC~Vt~ LOCA~ON:
Roof columns (4) Area B RA-R.3, J.i-9.2, R4.7-9.7, R4.3-9.7
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J.1-9.2
REPORT OF TESTS ACC LA VE YARDS: 5.50
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) T~TED (days) (lbs. force) (psi) TYPE
I 1 5.50 02/22/1999 7 163530 5780
I 2 5.50 02/22/1999 7 173860 6150
Average 5970
1 3 5.50 03/15/1999 28 197890 7000
I 4 5.50 03/15/1999 28 210550 7450
Average 7230
I 5 5.50 04/12/1999 56 219630 7770
Ten gallons of water added. ~
Technician: Mike Odom Started: 2:00pm Finished: 4:00pm H~ En '
Report Distribution:
(!) The Beck Group (1) The Beck Group
(I) Gromatzky Dupre~ a Assoc. (i) Dalcan, inc. Eugene Harbour
(I) Brockette Davis Drake, Inc. (I) HBC Engineering/Eugene Harbour Vice President
(I) The Beck Groop
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.
01TM Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TES%
8901 Carpenter Frwy. Suite #100
....... Dallas, Texas 752A7
Date of Service: 02/16/1999 Report No.: 9905190 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
· Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACrOR: BECK CONC~'r~ CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02/16/1999 BATCHTIME: ll:24am
PLnwr: 41 TIME SAMPLED: 12:00pm sY: Mike Odom
SPECIFICATION REQUIREMENTS WEATI~R CON~rrIons: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE(t~-Am 66 r CONCRETV.: 75 r
SLUMP: 6.0" Max TaUC~C NO: 807 TICK~-'r NO: 1241557
AIR: N/A Am cowr~rr (%): N/A unrr WEIGHT (pc0: N/A
TEST METtIOD: ASTM C-143 PLACEMENT LOCATION:
(5) Roof colunms, Area B ~ R-2.9 ~ 9.7. R2.9 ~ 9,4. J @ 9.8, RA ~ R2, RS @ RE and
ASTM C- 172 roof elev. slab
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCV LATn'E YARDS: 580
cvu eu msvReo co Re, ssrve
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) ~D (days) (11~ force) (pM) TYPE
I I 6.00 02/2311999 7 147520 5220
I 2 6.00 02/23/1999 7 136820 4840
Average 5030
1 3 6.00 03/16/1999 28 173650 6140
I 4 6.00 03/1611999 28 183750 6500
Average 6320
1 5 6.00 0411311999 56 196470 6950
Sample location: R2.9 ~ 9.4, (25) approx, yards placed on top
Technician time: See Report #9905191 Five (5) Gallons of water added
ReportTechnician:Distribution:Mike Odom Started: Finished: ~ Enginee~~.
(!) The Beck Group (I) The Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, Inc. Eugene'Harbour
(I) Brockette Davis Drake, Inc. (I) HBC Engineering/Eugene Harbour Vice President
(I) The Beck Groap
This report is exclusively for the u~ of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, lac.
0ILL Page I of I
CONCRETE COMPRESSIVE STRENGTH TESq_
8901 Carpente~ Frwy., Suite #100
DalLus, Terns 7~247
Date of Service: 02/16/1999 Report No.: 9905191 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
COtO'~,c'roR: BECK CONCRE'r~ CLASS: 8208
CONCRETE SUPPLIER:. TXI vLAc~avtg2rr DATE: 02/16/1999 BATCH TIME: 9:39am
PLAto': 41 TIME SAMPLED: 10:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHERCOtVOmONS: Fair
s'r~aTtt: 5000 psi @ 28 Days ~M~v-ax'rtn~ O')-AIR 62 F CONCRETE: 74
SLt~P: 6.0" Max TRUCKNO: 715 TlCKETNO: 1241394
AIR: N/A AIR COtrt~nT ('~): N/A uNrr w~iaxrr (~0:. N/A
TEST METltOD: ASTM C- 143 PLAC~t, rr LOCATION:
Dock/patio Level I, 20' screen wall area A, building !
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: First lift, south end
REPORT OF TESTS ACCUMULATIVE YARDS: n0
CYLINDER MEASURED MAXrbiUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.50 02/2311999 7 155280 5490
I 2 5.50 02/23/1999 7 160570 5680
Average 5590
I 3 5.50 03/16/1999 28 200790 7100
I 4 5.50 03/16/1999 28 206370 7300
Average 7200
I 5 5.50 04/13/1999 56 223660 7910
ReportTechnician:Distribution:Mike Odom Started: 9:00am Finished: 3:00pm ~ En~Inc.
( I ) Thc Beck Group (I) The Beck Group
( I ) Gromatzky Dupree & Assoc. (1) Dalcan, Inc. Eugene Harbour
(I) Brockette Davis Drake, Inc. (I) H BC Engineering/Eugene Harbour Vice President
(I) The Beck Group
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, inc.
0ILL Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TES'i
8901 Carpente~ Frwy., Suite #100
~ Texas 7~247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CO~CTOR: BECK CONCRETE CLASS: 8208
CONCR~I'E SUPPLIER: TXI PLACEMENT DATE: 02/16/1999 RATC~ TIME: 3: 18pm
PLANT: 41 TIME SAMPLED: 3:45pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER com)rrlons: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F) - AIR 62 r CONCRETE: 73 r
SLUMe: 6.0" Max TRUCK NO: 805 Ticr~r NO: 1248759
AIR: N/A AIR Co,trENT (,~): N/A uNrr W~IGHT (p~).~ N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Building slab, level II Area C between 13-18, E-H
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 17.5 @ F
REPORT OF TESTS ACCt tULaT VE YAm S: 510
CYLINDER MEASURED MAXlblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.50 02/18/1999 2 1 04360 3690
I 2 5.50 02/23/1999 7 135970 4810
I 3 5.50 02/2311999 7 145870 5160
Average 4990
I 4 5.50 03/16/1999 28 219510 7760
I 5 5.50 03/16/1999 28 220210 7790
Average 7780
I 6 5.50 04/13/1999 56 231580 8190
This report is exclusively for ~he 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 8
Rel~.rt No.: 9905145
Twenty five (25) Gallons of water added.
This report is exclusively for me 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 8
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dail~, T~ms 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
ARm Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CO~a, CTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02/16/1999 BATCHTIME: 4:31am
PLANT: 41 TIME SAMPLED: 4:55am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (g). AIR 59 r CONCRETE: 71 r
SLUMP: 6.0" Max TRUCKNO: 716 TICKETNO: 1240831
AIR: N/A AIR co~rr~NT (~): N/A vNrr WEIGHT (pcf): N/A
T~T M~IOO: ASTM Co ! 43 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Along E.5 @ 16.5
REPORT OF TESTS ACCUMULATIVE YARDS: 510
CYL 'a ER M ASUg D COMP SSlW-
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 6.00 02/1811999 2 85900 3040
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 187320 6620
2 5 6.00 03116/1999 28 188800 6680
Average 6650
2 6 6.00 04/13/1999 56 202570 7160
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 3 of 8
CONCRETE COMPRESSIVE STRENGTH TES'I
8901 Carpenter Frw~., Suite #100
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
cotcrRAcxoa: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 02/16/1999 BATCH TIME: 5:49am
~.ANT: 41 TIME SAMPLED: 6:10am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 5000 psi @ 28 Days TEMPERATURE (F} - AIR 58 F CONCRETE: 71
S~.UM~: 6.0" Max TaUCKNO: 802 TIC~CE'r NO: 12440916
AIR: N/A Am CONTENT (~): N/A uNrr WEIGHT (p~.~ N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along (3.5 @ 15.5
REPORT OF TESTS ACCUMULATIVE YARDS: 5 l0
CYLINDER MEASURED MAXlblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtl FRACTURE
SET NO. (inclms) TESTED (days) (lin. force) (psi) TYPE
3 1 5.75 02/18/1999 2 106440 3760
3 2 5.75 02/23/1999 7 165390 5850
3 3 5.75 02/23/1999 7 158310 5600
Average 5730
3 4 5.75 03/16/1999 28 228560 8080
3 5 5.75 03/16/1999 28 239400 8470
Average 8280
3 6 5.75 04/13/1999 56 249640 8830
This repot't 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 8
Report No.: 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.
OILL Page 5 of 8
CONCRETE COMPRESSIVE STRENGTH TES' .
8901 Carpenter Frwy., Suite #100
DalLes, Tp.r~_* 7S247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 752014619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
co~rrRACTOR: BECK CONCRETE CLASS: 8208
CONCRETE SUPPLIER: TXI ~'LACF_.M~ DATE: 02/1611999 BATCH TIME: 6:139am
Pt, at, r: 41 TIME SAMPLED: 7:05am BY: Mike Odom
SPECIFICATION REQUIREMENTS W~ATHER CONDmO~S: Partly cloudy
ST~NGTH: 5000 psi @ 28 Days TEMPERATURE (F). AIR 59 g CONCRETE: 73 g
SLUMP: 6.0" Max TRUCKNO: 802 TICKETNO: 1241005
AIR: N/A AIR CONTEbrr (~): N/A uNrr w~lo~rr (pc0: N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Along G.5 @ 14
REPORT OF TESTS AccUM ^TIW- YA S: 510
CYLINDER MEASURED MAXiblUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.75 02/18/1999 2 100980 3570
4 2 5.75 02/23/1999 7 165030 5840
4 3 5.75 02/2311999 7 148980 5270
Average 5560
4 4 5.75 03/16/1999 28 210960 7460
4 5 5.75 03/1611999 28 208910 7390
Average 7430
4 6 5.75 04/13/1999 56 223550 7910
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 6 of 8
RePort No.: 9905145
Ten (10) gallons of water added.
This report is exclusively for the usc of thc 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',
8901 Carpento- Frwy., Suit~ #100
Dallas, Texas 75247
Date of Service: 02/16/1999 Report No.: 9905145 Report Date
04/14/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger Coppell Road & Corporate Drive
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
COnTanCTOR: BECK CONC~ Ct~,SS: 8208
CONCRETE SUPPLIER: TXI P~CEM~rr DATE: 0~16/1999 BATCH T~E: 7:28am
P~: 4t T~ESA~LED: 8:05am BY: Mike Odom
SPZCWlCA~ON ~UI~ W~RCO~mONS: Fair
s~G~: 5~ psi ~ 28 Days ~z~ ~ - AIR 59 V CONC~TE: 74 V
SL~: 6.0" Max ~UCKNO: 802 T~C~ NO: 1241117
Am: N/A Am CO~ (~): N/A u~ ~tG~ (~ N/A
T~ M~OD: AS~ C-143 ~c~z~ ~AT~ON:
S~ pa~e I
AS~ C- 172 Ten ~ll~s of wa,~ a~.
ASTM C-39
SAMPLE LOCATION: Along ~.5 ~ 13.5
PORT OF TESTS ACC CAX,VZ VA :
CO S,VZ
~D SL~P DA~ AGE LOAD ST~NG~ F~~
8~ NO. (Mc~) ~D (da~) (1~. force) (~i) ~PE
5 1 6.~ 0~1~19~ 2 112960 3990
5 2 6.~ 0~23/1999 7 173340 6130
5 3 6.~ 0~3/1~9 7 185160 6550
Avenge 6340
5 4 6.~ 03/1~1999 28 221140 7820
5 5 6.~ 03/16/1999 28 218~ 7730
Avenge 7780
5 6 6.~ ~/13/1999 56 234~0 8280
T~hni~an: Mike ~om S~: 2:~am H~h~: 9:~am ~ En~
Re~ D~tfibution:
(I) ~ ~k Grip (I) ~ Beck Group
(I) Gro~ky ~p~ & As~. (l) Dal~n, Inc. Eug~H~ Harbour
(I) Br~ket~ Davis Drake, Inc. (I) HBC Engineedn~Eugene Hater Vice ~esident
( I ) ~ B~k G~p
~ia ~p~ is exclusively for ~e use of~e client indicated a~ve ~d shall n~ ~ repr~uced ex.pt in full without ~e wfiuen approval of HBC Engin~fing, Inc,
0ILL Page 8 of 8