Park West CC(7)-LR 981022CONCRETE COMPR oSIVE STRENGTH TEL?
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/09/1998 Report No.: 9827091
Client No.: 71765000 Project No.: 43-2170-98
Report Date
10/22/1998
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: David Glass Coppell, Texas
3860 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: 3000 psi ~ 28 Days
5-7"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Pier I/9
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 5.75 10/16/1998
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENTDATE: 10/09/1998 BATCHTIME: 10:30am
TIME SAMPLED: ll:50am BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 5 1 5
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sunny and Dry
74 F CONCRETE: 84 F
TICKET NO: 76654
UNITWEIGHT (pc/): N/A
Piers-I/9, J/9, K/9, K/8, K/7 and K/6
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 96590 3420
1 2 5.75 11/06/1998
I 3 5.75 11/06/1998
28
10
FRACTURE
TYPE
Technician Time: See Report #9827090.
Technician: Mike Shields
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(I) Halff Associates
(I) Mullen & Powell Technistructures, I
Started: Finished:
(1) Butler Construction
(1) City of Coppell
(I) City of Coppell
H~~, Inc.
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.
01TM Page 1 of I
2ONCRETE COMPRE (' ' IVE STRENGTH TES
)ate of Service: 10/12/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9827275
43-2170-98
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
10/22/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
COSTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
I, LANT: 22
SPECIFICATION REQUIREMENTS
STR~NGT~I: 3000 psi @ 28 Days
5-7"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier-C/8
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/12/1998 BATC~I T~tE: 12:05pm
TIME SAMPLED: 1:10pm BY: Mike Shields
WEATHER CONDITIONS: Sunny and Dry
TEMPERATURE (F) - AIR 84 g CONCRETE: 86 Ir
TRUCK NO: 512 TICKET NO: 767925
AIR CONTENT (%): N/A uNrr WEIGHT (peO: N/A
PLACEMENT LOCATION:
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inch.) TESTED (days) (lbs. force)
1 1 5.75 10/19/1998 7 94950
ACCUMULATIVEYARDS: 10
COMPRESSIVE
STRENGTH
(psi)
3360
FRACTURE
TYPE
1 2 5.75
1 3 5.75
11/09/1998 28
11/09/1998 28
Technician Time: See Report #9827274.
Teelmieian: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Poweli Teehnistructures, I
Started: Finished:
(1) Butler Construction
(1) City of Coppeli
(1) City of Coppell
EnTg, Inc.
Eu~bour
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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IN-PLACE DENSITY / STING
Date of Service:
Client No.:
Client:
Services:
10/09/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
In-place density testing.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9827039
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/22/1998
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Lt Brown & Tan Sandy Clay
w/Limestone
Moisture%
20.5
FIELD DENSITY TESTS
Maximum
Density pcf
99.5
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
-1/+3% 95%
TEST
NO TEST LOCATION
8" Water Line A
411 at Station 15+50, 2nd Lift
412 at Station 15+70, 1st Lift
413 at Station 16+90, 2nd Lift
414 at Station 17+00, 1st Lift
415 at Station 18+40, 2nd Lift
416 at Station 18+50, 1st Lift
417 at Station 19+20, 2nd Lift
418 at Station 19+30, 1st Lift
419 at Station 20+70, 2nd Lift
420 at Station 21+00, 1st Lift
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, l
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% mE)
1 20.9 96.0 97
1 21.2 96.3 97
1 21.0 96.2 97
1 21.3 96.4 97
1 21.3 96.4 97
1 21.2 95.6 96
1 21.2 95.8 96
1 21.4 96.1 97
1 19.9 95.4 96
1 20.3 95.2 96
Test results on this report meet project specification.
(1) Butler Construction
(1) City of Coppell
(I) City of Coppell
Engineering, Inc.
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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