Park West CC(7)-LR 990201CONCRETE COMPRESSIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/30/1998 Report No.: 9835048
Client No.: 71765000 Project No.: 43-2170-98
Report Date
02/01/1999
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: 19
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3°5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:40am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1823
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
Northeast comer parking lot
9351
12/30/1998 BATCH TIME: 8:20am
BY: Mario Villanueva
Clear
46 £ CONCRETE: 65 F
TICKETNO: ·157884
UNIT WEIGHT (pcO: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
1 1
I 2
I 3
1 4
Sample local
MEASURED
SLUMP DATE
(inches) TESTED
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
5.00 01/06/1999 7
5.00 01/06/1999 7
5.00 01/27/1999 28
5.00 01/27/1999 28
5N' Northt ~9' ,~,gst of
COMPLIES
'i,'hi~ ~'eport complies with
, p~'oject plans/specifications
based on our understanding
ol the requirements.
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
66900 237O
72650 2570
Average 2470
100700 3560
103500 3660
Average 3610
northeast corner
of~//building.
10
FRACTURE
TYPE
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 I of 3
-CONCRETE COMPRL SIVE
STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/30/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9835048
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
02/01/1999
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: 19
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 12/30/19'98 BATCH TIME: 10:15am
TIME SAMPLED: 11:45am BY: Marlo Villanueva
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 373
AIR CONTENT (%): 4.9
PLACEMENT LOCATION:
See page I
Clear
45 E CONCRETE: 66
TICm~T NO: 156582
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 110
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.25 01/06/1999 7 87200 3080
2 2 5.25 01/06/1999 7 88630 3130
Average 3110
2 3 5.25 01/27/1999 28 133710 4730
2 4 5.25 01/27/1999 28 124950 4420
Average 4580
Sample location: 100' South, 20' east of northeast corner of building.
01LL
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.
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/30/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9835048
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
02/01/1999
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: 19
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 3:25pm
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 852
AIR CONTENT (%): 4.7
PLACEMENT LOCATION:
See page !
9351
12/30/1998 BATCH TIME: 2:45pm
BY: Marlo Villanueva
Clear
58 V CONCRETE: 69 F
TICm~T NO: 157931
UNITWEIGHT (pc0: N/A
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 I 5.00
3 2 5.00
3 3 5.00
3 4 5.00
Sample location: 200' South,
Technician: Marlo Villanueva
Report Distribution:
(l) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
( 1 ) Hal ff Associates
(1) Mullen & Powell Technistructures, i
DATE
TESTED
01/06/1999
01/06/1999
01/27/1999
01/27/1999
70' east
REPORT OF TESTS ACCUMULATIVE YARDS: 220
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (l~.~rce) (psi) TYPE
7 85320 3020
7 90460 3200
Average 3110
28 125990 4460
28 130320 4610
Average 4540
of northeast corner of building.
Started: 8:30am
(1) Butler Construction
(1) City of Copp¢ll
(1) City of Coppell
Finished: 4:30pm
~ Eng~
Eugene HaPlYour
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.
0ILL Page 3 of 3