Verizon-LR 990506CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpente~ Fr~., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911208 Report Date
05/06/1999
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 CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 04/21/1999 BATCH TIME: 3:02am
PLANT: 41 TIME SAMPLED: 3:50am BY: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTIt: 4000 psi @ 28 Days TF. MPERATURE (F) - AIR 68 g CONCRETE: 73 ]*
SLCTMp: 5.0" Max TRUCK NO: 420 TICKET NO: 1294022
AIR: 3-6% AIR CONTENT (%): 5.7 UNIT WEIGHT (pc. Dr N/A
'rEST METI~OD: ASTM C- 143 PLACEMENT LOCATION:
Paving Parking southwest comer of building
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCtn a. ATIVE YARDS: 40
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.50 04/28/1999 7 84020 2970
I 2 6.50 04/28/1999 7 82810 2930
Average 2950
I 3 6.50 05/19/1999 28
I 4 6.50 05/19/1999 28
Sample location: 20 Yds. W./8 yds. N. from southwest of building
This rcpor~ 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.
OILL Page I of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpent~ grwy., Suite #100
Dallas, Texas 75247
Date of' Service: 04/21/1999 Report No.: 9911208 Report Date
Client No,: 08~A025 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
CONTP. ACTOR: BECK CONCRE~rE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 04/21! 1999 BATCH T~m: 4:36am
PLANT: 41 TIME SAMPLED: 5:20am ST: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPV. RATURE (F)- AIR 68 r CONCRETE: 75 r
St,t~nP: 5.0" Max TRUCK NO: 816 TICKET NO: 12941 l0
AIR: 3-6% AIR CONTENT (%): 5.8 UNIT WEIGHT (l~:f).-- N/A
TEST METHOD: ' ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- !72
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 140
CYLINDER MEASURED MAXFbIUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch.) TESTED (days) (lbs. force) (psi) TYPE
2 I 7.00 04/2811999 7 87280 3090
2 2 7.00 04/2811999 7 86900 3070
Average 3080
2 3 7.00 05/19/1999 28
2 4 7.00 05/19/1999 28
Sample location: 10 Yards west/ 20 yards north form the northwest corner of
building
This report is exclusively for thc usc of thc client indicated above and shall not bc rcprmluccd except m lull without thc written approval of HBC Engineering. Inc.
IIl[.I. Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Fr~., Suite #100
Dallas, T~xas 75247
Date of Service: 04/21/1999 Report No,: 9911208 Report Date
05/06/1999
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~rrRACTOR: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 04/2 1/1999 BATCH TIME: 6:14am
PLANT: 4 1 TIME SAMPLED: 7:10am BY: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHER CONOrrIONS: Clear
STR~aTH: 4000 psi @ 28 Days TEMPEaATtr~ C/3- AIR 68 r CONCRETE: 77 r
SLUM?: 5.0" Max T~UC~: NO: 431 TIClC~r NO: 1294221
AIR: 3-6% Am co~rrEwr (%): 5.7 vNrr W~IOHT (~0.- N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 240
CYLINDER MEASURED blAXIMUM COMPRESSIVE
blARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 6.50 04/28/1999 7 93550 3310
3 2 6.50 04/28/1999 7 87590 3100
Average 3210
3 3 6.50 05/19/1999 28
3 4 6.50 05/19/1999 28
Sample location: 40 Yards west/15 yards north from the northwest corner of
building.
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.
011.l. Page 3 of 5
iBC
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, INC.
8901 Carpenter Frwy., Suit~ #100
~ T,'~ 75247
Date of Service: 04/21/1999 Report No.: 9911208 Report Date
05/0~/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Atto: 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 CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DA'~: 04/21/1999 BATCH Tn~E: 7:32am
PLANT: 41 TIME SAMPLED: 8:35am BY: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHER CoNorrIONS: Clear
S~U~NaT~: 4000 psi @ 28 Days TEMPERATURE (~-AIR 71 F CONCRETe: 75 F
SLUMP: 5.0" Max TRUCK NO: 814 TICKET NO: 1294374
AIR: 3-6% Am CONTENT (%): 5.9 UNIT WEIGHT (poD= N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUma,SX~E YARDS: 340
CYLINDER MEASURED MAX~fUM COMPRESSIVE
blARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 6.00 04/28/1999 7 85690 3030
4 2 6.00 04/28/1999 7 83710 2960
Average 3000
4 3 6.00 05/19/1999 28
4 4 6.00 05/19/1999 28
Sample location: 30 yards south/70 yards east from the southwest corner of
building
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.
OILI. Page4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter grwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911208 Report Date
05/06/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800 Coppell Road & Corporate Drive
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
cowrancroa: BECK CONCRETE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACE~Et~ DATE: 04/21/1999 BATCH TIME: 10:18am
PLAwr: 41 TIME SAMPLED: lh40am BY: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHER con~rr~oNs: Cloudy
SYRENG'm: 4000 psi @ 28 Days TEMPERATURE (~. AlS 71 F CONCRETE: 75 F
SLUMP: 5.0" Max WaVCKNO: 365 TIcKwr NO: 1294746
AiR: 3-6% AIR coNaxtcr (%): 5.8 uNrr WEiGn"r (oc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
ASTM C- 172 See page I
ASTM C-39
SAMPLE LOCATION: See tm:low
REPORT OF TESTS ACCVM LAXIVE YAMS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 6.00 04/28/1999 7 9 ! 150 3220
5 2 6.00 04/28/1999 7 82940 2930
Average 3080
5 3 6.00 05/19/1999 28
5 4 6.00 05/19/1999 28
Sample location: 10 yards south/ 5 yards east from the southwest corner of
building.
Technician: Dan'in Phillips Started: 2:30am Finished: [:30pm ~ ngi~/n
Report Distribution: E g, Inc.
( I ) The Beck Group { I ) The Beck Group
( I ) Gromatzky Duple & Assoc. ( I ) Dalcan, Inc. Eugene Harbour
(I) Breckettc Davis Drake, Inc. (I) HBC Engineerin~Eugcnc 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 the written approval of HBC Engineering, Inc.
OI LI. Page 5 of 5