Verizon-LR 990315CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/15/1999 Report No.: 9902254 Report Date
03/15/1999
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
CONTRACTOm BECK CONCRET~ CLASS: 8205
CONCRETE SUPPLIER: TXI PLAC~NTDATE: 01/15/1999 BATCHTIbiE: 3:21am
PLANT: 41 T1M~SAMPLED: 3:45am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: lair
STRENGTH: 4000 psi @ 28 Days '~MPERATURE (~). AIR 32 F CONCRETE: 57 F
SLUMP: 6.0" Max 'rauc~ NO: 714 Tict~-'r NO: 1215486
AIa: 3-6% Am cowrENT (,~,): 5.8 ut~r WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACraV~NT LOCATION:
East side paving quadrant along outside east side fire lane
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 440
CYLINDER MEASURED MAXI3dUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inch~s) TESTED (days) (lbs. force) (psi) TYPE
t I 5.25 01/22/1999 7 104890 37 I0
I 2 5.25 01/22/1999 7 96310 3410
Average 3560
I 3 5.25 02/12/1999 28 148940 5270
I 4 5.25 02/12/1999 28 155200 5490
Average 5380
I 5 5.25 03/12/1999 56 162140 5730
Sample location: Entrance lane, between 2nd and 3rd bullnose from south end.
This aport 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, lac.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
~ Texas 75247
Date of Service: 01/15/1999 Report No.: 9902254 Report Date
03/15/1999
Client No.: 08644025 Project No.: 43-2333-98
Client: The Beck Group Project: GTE Shared Services
Attn: Gillctt 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
coNTaAcrom BECK CONCI~-'rE Ct,ASS: 8205
CONCr. ETE surrLmm TXI PLACEM~rr OAT~: 01/15/1999 BATCH TIME: 4:47am
PLANT: 41 TIME SAMPLED: 5:15am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATI-I~R CONDITIONS: Fail'
STRENO~t: 4000 psi @ 28 Days Tr-Mrr. aA'mRE ~-AIa 32 r CONCRETE: 55
sLurm,: 6.0" Max TRUCKNO: 714 TICKErNo: 1215571
AIR: 3-6% Am cot~r~NT (%): 4.9 uNrr WEIGHT (pcf):
~ MEHIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS accu n.nTrvz YAWS: 440
CYLINDER MEASURED MAXIDiLrM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACrURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 6.00 01/22/1999 7 100100 3540
2 2 6.00 01/22/1999 7 105440 3730
Average 3640
2 3 6.00 02/12/1999 28 159720 5650
2 4 6.00 02/12/1999 28 153780 5440
Average 5550
2 5 6.00 03/12/1999 56 166080 5870
Sample location: Exit lane and 5th north, ward bull nose from south end
This repori 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.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Cari~nter Frwyn Suite #100
Dallas, T~ 75247
Date of Service: 01/15/1999 Report No.: 9902254 Report Date
03/15/1999
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
co~cno, c~o~: BECK CONCm~mm~ c~ss: 8205
CONCRETE SUPPLIER: TXI P~C~Dn~: 01/15/1999 BATCHT~: 5:40am
P~: 41 T~ SAILED: 6:20~ BY: Mike ~om
5PEC~ICA~ON ~QUI~E~ ~RCO~mONS: Fair
s~a~: 4~ psi ~ 28 Days ~E~ (~ - AIR 34 r CO~C~: 57
~: 6.0" M~ ~UC~O: 8~ ~C~ nO: 1215633
Am: 3-6% Am CO~ (~): 4.8 U~ ~m~ (~: N/A
~ M~lOO: ASTM C- 143 r~c~ LOCATION:
S~ page I
ASTM C-172
ASTM C-39
SABLE ~CATION: See ~low
REPORT OF TESTS Ac w. YARDS: 440
CYL .R S .ASV D COM a ssr
MARKED SL~P DA~ AGE LOAD S~G~ F~
S~ NO. (~c~) ~ (da~) (i~ f~ce) (~i) ~E
3 1 5.~ 01~1999 7 123350 43~
3 2 5.~ 01/2~ 1999 7 118730 42~
Avenge 4280
3 3 5.~ 0~ 1 ~ 1999 28 1 ~280 51 ~
3 4 5.~ 0~I~1999 28 150670 5330
Avenge 5220
3 5 5.~ 03/1~1~9 56 158310 56~
S~p~e location: Between 7~h and 8~h bul~ noz~ northward from aou~h end
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, lac.
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CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/15/1999 Report No.: 9902254 Report Date
03/15/1999
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 CONCR~rE CLASS: 8205
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 01/15/1999 BATCHTIME: N/A
PLANT: 41 TIME SAMPLED: 7:25am BY: Mike Odom
SPECIFICATION REQUIREMENTS WF. ATtIER CONDmONS: Fair
STRENaTa: 4000 psi @ 28 Days T~-M~'r-RATVRE (n-AIR 34 F CONCRETe.: 55 F
SLVMP: 6.0" Max TRUCK NO: 450 T~CK~r NO: 1215718
AIR: 3-6% Am co~r~rr (~): N/A u~rr WEIGHT (pc0: N/A
T~T M~'rHOO: ASTM C- 143 PLACEMENT LOCATION:
ASTM C-172 see ~ege ~
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACC X E YA S:
CYLINDER MEASURED MAX~gUM COMP~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.75 01/22/1999 7 91170 3220
4 2 5.75 01/22/1999 7 89680 3170
Average 3200
4 3 5.75 02/12/1999 28 167710 5930
4 4 5.75 02/12/1999 28 163110 5770
Average 5850
4 5 5.75 03/12/1999 56 175920 6220
Five (5) ga~.lons of water added.
Technician: Mike Odom Started: 2:00am Finished: 8:30am I--~
Engin~~nc.
Report Distribution:
(!) The B~ck Group (I) Thc Beck Group
(I) Gromatzky Dupree & Assoc. (I) Dalcan, Inc. Eugen
(I) Brockette Davis Drake, Inc. (I) HBC Engineering/Eugene Harbo~r Vice President
(1) The Beck Group
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.
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