Park West CC(7)-LR 981229. ONCRETE COMPRE IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Da!la% Texas 75247
)ate of Service: 12/17/1998 Report No.: 9833941
Client No.: 71765000 Project No.: 43-2170-98
Report Date
12/29/1998
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: David Glass Coppell, Texas
3890 W. Northwest Hwy.
Dallas TX 75220
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTh: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 12/17/1998 RATC~I TIME: 4:20am
TIME SAMPLEO: 5:50am BY: Eddie Elrod
WEATHIgR CONDITIONS:
TEMPERATURE (F). AIR
TRUCK NO: 802
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Clear
46 F CONCRETE: 70
TICKET NO: 155320
UNIT WEIGHT (pet'): N/A
South parking lot building 1,395' west from east curb
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 160
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.75 12/24/1998 7 76700 2710
1 2 5.75 12/24/1998 7 78030 2760
Average 2740
1 3 5.75 01/14/1999 28
1 4 5.75 01/14/1999 28
Sample location: 50' W of east curb & 20' N of S curb.
This report is exclusively for ~ae 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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ONCRETE COMPRE 'olVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
)ate of Service:
Client No.:
Client:
12/17/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9833941
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
12/29/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
rEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
~'LANT: 22
SPECIFICATION REQUIREMENTS
STRI~IGTIt: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 935 1
PLA¢~MV. NT DATE: 12/17/1998 BATCI~ TIM~: 6:45am
TIME SAMPLED: 7:50am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE 09- AIR 49
TmJCKNO: 846
AIR CON~NT (%): N/A
PLACEMENT LOCATION:
See page I
v coscRETE: 66 F
TICKET NO: 155332
UNIT WEIGHT (pcf): N/A
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 5.50 12/24/1998
2 2 5.50 12/24/1998
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 89460 3160
7 90400 3200
Average 3180
2 3 5,50 01/14/1999 28
2 4 5.50 01/14/1999 28
180
FRACTURE
TYPE
Sample location: 180' West of east curb & 20' north of south curb.
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.
P.oo '), nf/I
2ONCRETE COMPRE olVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
)ate of Service:
Client No.:
Client:
12/17/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9833941
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
12/29/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STREN(~I: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 12/17/1998 BATCH T~VIE: 8:23am
TIME SAMPLEO: 9:20am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 5 1 F CONCRETE: 67 F
TRVCKNO: 756 Ticr~r NO: 155342
Am CONTENT (%): N/A uwrr WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
ACCUMULATIVE YARDS: 250
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.00 12/24/1998 7 103330 3650
3 2 5.00 12/24/1998 7 92650 3280
Average 3470
3 3 5.00 01/14/1999 28
3 4 5.00 01/14/1999 28
Sample location: 275' West of East curb & 25' west of south curb.
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.
Paoe 3 nf 4
3ONCRETE COMPRES' IVE STRENGTH TES
)ate of Service: 12/17/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
9833941
43-2170-98
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/29/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
YEST METHOD:
UONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
~I~NT: 22
~PECIFICATION REQUIREMENTS
S~,~N(~TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 12/17/1998 BATCH TIME: 9:45am
TIM~ SAMPLED: 10:55am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 852
Am CONTENT (%): N/A
PLACEMENT LOCATION:
Sec page 1
Clear
58 F CONCRETE: 72
TICKET NO: 155362
UNIT wEiG~rr (pc0: N/A
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inch.) TESTED (days) (lbs. force)
4 1 5.50 12/24/1998 7 103720
4 2 5.50 12/24/1998 7 98300
Average
4 3 5.50 01/14/1999 28
4 4 5.50 01/14/1999 28
ACCUMULATIVE YARDS: 350
COMPRESSIVE
STRENGTH
(~
3670
3480
3580
Sample location: 360' West of east curb & 25' north of south curb.
Technician: Eddie Elrod
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technisa'uctures, !
Started: 3:00am
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
Finished: l:00pm
~ Engin~l~
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.
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