Park West CC(7)-LR 990118.. CONCRETE COMPRi , 3SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/17/1998
Client No.: 71765000
Client: 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
01/18/1999
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 BATCH TIME: 4:20am
TIME SAMPLED: 5:50am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 46 v CONCRETE: 70 F
TRUCK NO: 802 TICm~T NO: 155320
AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
South parking lot building 1,395' west from east curb
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 5.75 12/24/1998 7 76700 2710
I 2 5.75 12/24/1998 7 78030 2760
Average 2740
I 3 5.75 01/14/1999 28 112450 3980
1 4 5.75 01/t4/1999 28 119440 4220
Average 4100
Sample location: 50' W of east curb & 20' N of S curb.
160
FRACTURE
TYPE
OILL
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of 4
.CONCRETE COMPR J SIVE STRENGTH
Date 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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
01/18/1999
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 BATCH TIME: 6:45am
TIME SAMPLEO: 7:50am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 846
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Clear
49 F CONCRETE: 66 F
TICKET NO: 155332
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 180
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.50 12/24/1998 7 89460 3160
2 2 5.50 12/24/1998 7 90400 3200
Average 3180
2 3 5.50 01/14/1999 28 130120 4600
2 4 5.50 01/14/1999 28 119410 4220
Average 4410
Sample location: 180' West of east curb & 20' north of south curb.
This report is exclusively for the usc 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 4
CONCRETE
COMPRi, SSIVE STRENGTH
Date of Service: 12/17/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
ARm David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9833941
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
01/18/1999
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 BATCH TIME: 8:23am
TIME SAMPLED: 9:20am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 5 1 F CONCRETE: 67 F
TRUCK NO: 756 TICKET NO: 155342
AIR CONTENT (%): N/A UNIT WEIGHT (pct): N/A
PLACEMENT LOCATION:
Sec page I
SAMPLE LOCATION: See below
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 ! 2/24/1998 7 92650 3280
Average 3470
3 3 5.00 01 / 14/1999 28 139590 4940
3 4 5.00 01/14/1999 28 132280 4680
Average 4810
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.
01LL Page 3 of 4
.CONCRETE COMPS, SIVE STRENGTH
Date of Service: 12/17/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.:
Project No.:
Project:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9833941
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
01/18/1999
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 Co 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENTDATE: 12/17/1998 BATCHTIME: 9:45am
TIME SAMPLED: 10:55am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 852
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Clear
58 F CONCRETE: 72
TICKET NO: 155362
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 1 5.50
4 2 5.50
4 3 5.50
4 4 5.50
Sample location: 360' West
REPORT OF TESTS
DATE AGE
TESTED (days)
12/24/1998 7
12/24/1998 7
01/14/1999 28
01/14/1999 28
of east curb & 25' north
MAXIMUM
LOAD
(lbs. furce)
103720
98300
Average
134670
136010
Average
of south curb.
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3670
3480
3580
4760
4810
4790
350
FRACTURE
TYPE
Technician: Eddie Elrod
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(!) HalffAssociates
(1) Mullen & Powell Technistructures, I
Started: 3:00am
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
Finished: 1:00pm
H~ Eng~
Eugene Harbour
Vice President
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.
0ILL Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH
Date of Service: 01/07/1999 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9901424
43-2170-98
Report Date
01/18/1999
Lakeview Center
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CO~rmACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
l~L~rr: 22
SPECIFICATION REQUIREMENTS
STREN(gTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
30' North of SW comer
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.00
1 2 5.00
1 3 5.00
1 4 5.00
DATE
TESTED
01/14/1999
01/14/1999
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 01/07/1999 BATCH TIME: 10:03am
TIM~ SAMPLED: 10:50am BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUC~NO: 841
AIR co~r~r, rr (%): N/A
PLACEMENT LOCATION:
Cool and cloudy
46 F CONCRETE: 59
TIC~C~T NO: 156782
uNrr WEIGHT (pcf): N/A
West side of building leaveouts slab
REPORT OF TESTS ACCUMULATIVE YARDS: 30
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 83130 2940
7 86630 3060
Average 3000
02/04/1999 28
02/04/1999 28
FRACTURE
TYPE
Technician: Terry L. Smith
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, 1
Started: 10:00am Finished:
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
12:00p ~ ~~~l~
Eugene Harbour
Vice President
This report is exclusively for the use of the client indical~l above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 1