Park West CC(7)-LR 981105CONCRETE COMPRL SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
71765000
Report No.: 9829237
Project No.: 43-2170-98
Report Date
11/05/1998
Client: Prentiss Properties Limited, Inc. Project:
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
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:
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/6.4
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I 1 5.75
1 2 5.75
I 3 5.75
Technician time: See
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 3:30pm
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 760
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
9337
10/28/1998 BATCH TIME: 2:45pm
BY: Mike Shields
Cloudy
80 F CONCRETE: 83 F
TICKET NO: 834
UNITWEIGHT (pcf): N/A
Piers- H.6/;7, G.9/4, IF/, I/6.4, 1.5/5, 1.2/4.2Pier 1/
REPORT OF TESTS
DATE
TESTED
11/04/1998
11/25/1998
11/25/1998
Report #9829236
AGE
(days)
7
28
28
ACCUMULATIVE YARDS: 20
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
104630 3700
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Lim Red, luc.
(1) Alliance Architects, inc.
(I) Halff Associates
(I) Mullen & Powell Technistructures, I
Started:
(1) Butler Coustruction
(1) City of Coppell
(1) City of Coppell
Finished:
~~En i n .
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.
0ILL Page I of 1
IN-PLACE DENSITY STING
ENGINF.~RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/24/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9829035
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
11/05/1998
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D No.
Field Test Method:
Maximum
Description Moisture % Density pef
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
Dark gray shaley clay
23.0 95.5
FIELD DENSITY TESTS
- 1/+3 % 95%
TEST
NO
453
454
455
456
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pc0 (% max)
E Parking, SE Corner of Pad
35'E and 30'S, Final lift 1 25.1
35'E and 80'N, Final lift 1 24.9
35'E and 140'N, Final lift 1 25.0
35'E and 250'N, Final lift 1 25.2
Test results on this report meet project specification.
91.4 96
91.7 96
91.6 96
91.5 96
Technician: Tex King
Report Distribution:
(1) Prcntiss Properties Limited. Inc.
(1) Alliance Architects. Inc.
(1) Halff Associates
(I) Mullen & Powell Technistructures, 1
(1) Butler Construction
(1) City of Coppcll
(t) City of Coppell
~ Engin~c.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall ~ot be reproduced except in full without the written approval of HBC Engineering, Inc.
07DG Page 1 of 1
.CONCRETE COMP SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
9829178
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
11/05/1998
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
STRENGTH: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 5:20am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 1883
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Slab-on-grade F to L, I to l0
9349
10/27/1998 BATCH TIME: 5:00am
BY: Vince McManis
Cool/cloudy
57 F CONCRETE: 74 F
TICKET NO: 83324
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION:
Slab-on-grade G.5-3
REPORT OF TESTS ACCUMULATIVE YARDS: 60
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.50 11/03/1998 7 112420 3980
I 2 6.50 11/03/1998 7 110630 3910
Average 3950
1 3 6.50 11/24/1998 28
1 4 6.50 I 1/24/1998 28
20 Gallons added to full load
0ILL
This report is cxclusivcly for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page I of 8
.CONCRETE COMPRI- SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, lac. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9829178
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
11/05/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength salnples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 40002 psi @ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/27/1998 BATCH TIME: 5:39am
TIME SAMPLED: 6110am BY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 841
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
Cool, cloudy
60 F CONCRETE: 72 F
TICKET NO: 83333
UNITWEIGHT (pcl): N/A
SAMPLE LOCATION: 1.5-2.5
REPORT OF TESTS ACCUMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.50 11/03/1998 7 106590 3770
2 2 6.50 11/03/1998 7 109690 3880
Average 3830
2 3 6.50 11/24/1998 28
2 4 6.50 l 1/24/1998 28
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval ofHBC Engin~ring, Inc.
0ILL Page 2 of 8
CONCRETE COMPRL SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
9829178
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
11/05/1998
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
STRENGTH: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 7:35am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 512
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
9349
10/27/1998 BATCH TIME: 7:05am
~V: Vince McManis
Cool/cloudy
63 F CONCRETE: 70 F
TICKET NO: 83352
[INIT WEIGHT (pc0: N/A
SAMPLE LOCATION: K-3.5
REPORT OF TESTS ACCUMULATIVE YARDS: 270
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 6.75 11/03/1998 7 102430 3620
3 2 6.75 11/03/1998 7 104710 3700
Average 3660
3 3 6.75 11/24/1998 28
3 4 6.75 11/24/1998 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ILL Page 3 of 8
,CONCRETE COMPR SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texns 75247
Report Date
Date of Service: 10/27/1998 Report No.: 9829178
11/05/1998
Client No.: 71765000 Project No.: 43-2170-98
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: DavidGlass 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: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:05am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1883
AIR cOWrENT (%): N/A
PLACEMENT LOCATION:
See Page I
9349
10/27/1998 BATCH TIME: 8:20am
BY: Vince McManis
Cool, sunny
70 V CONCRETE: 74 F
TIC~:ET NO: 83362
UNITWEIGHT (pct): N/A
SAMPLE LOCATION: L-3.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 7.00 11/03/1998
4 2 7.00 11/03/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 350
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
7 96400 3410
7 92760 3280
Average 3350
4 3 7.00 11/24/1998 28
4 4 7.00 11/24/1998 28
20 Gallons of water added
OILL
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 4 of 8
.CONCRETE COMP SIVE
STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/27/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9829178
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
11/05/1998
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
SPECWlCATION REQUIREMENTS
STRENGTH: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/27/1998 BATCH TIME: 9:46am
TIME SAMPLED: 10'- 10am BY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 841
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
Cool, sunny
72 F CONCRETE: 76 F
TICKET NO: 83379
UNIT WEIGHT (pet): N/A
SAMPLE LOCATION: J-5.5
REPORT OF TESTS ACCUMULATWE YARDS: 490
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 6.25 11/03/1998 7 92040 3250
5 2 6.25 11/03/1998 7 95840 3390
Average 3320
5 3 6.25 11/24/1998 28
5 4 6.25 1 l/24/1998 28
15 Gallons of water added
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 5 of 8
.CONCRETE COMPRi, SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9829178
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
11/05/1998
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
STRENGTH: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/27/1998 BATCH TIME: 9:55am
TIME SAMPLED: 10:45am sv: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1815
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page t
Warm, sunny
78 F CONCRETE: 72
TICKET NO: 114497
UNITWEIGHT (pc0: N/A
SAMPLE LOCATION: J.5-7
REPORT OF TESTS ACCUMULATIVE YARDS: 530
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 I 6.25 11/03/1998 7 94160 3330
6- 2 6.25 11/03/1998 7 99980 3540
Average 3440
6 3 6.25 11/24/1998 28
6 4 6.25 ! 1/24/1998 28
15 Gallons of water added.
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 6 of 8
CONCRETE COMPR[ ' SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998 Report No.: 9829178
Client No.: 71765000 Project No.: 43-2170-98
Report Date
11/05/1998
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: DavidGlass
3860 W. Northwest Hwy. Coppell, Texas
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: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENTDATE: 10/27/1998 BATCHTIME: 10:45am
TIME SAMPLED: 12:00pm aY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCKNO: 1807
AiR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
Warm, cloudy, humid
81 F CONCRETE: 70
TICKET NO: 114497
UNITWEIGHT (per): N/A
SAMPLE LOCATION: K-8.5
REPORT OF TESTS ACCUMULATIVE YARDS: 630
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 6.00 11/03/1998 7 97150 3440
7 2 6.00 11/03/1998 7 90740 3210
Average 3330
7 3 6.00 11/24/1998 28
7 4 6.00 11/24/i 998 28
0ILL
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 7 of 8
CONCRETE COMPRE" oSIVE
STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/27/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9829178
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
11/05/1998
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
STRENGTH: 40002 psi @ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: l:00pm
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1882
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
9349
10/27/1998 BATCH TIME: 12:30pm
BY: Vince McManis
Warm, sunny, humid
82 F CONCRETE: 78 F
TICKET NO: 083410
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: K.5-9.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
8 I 6.25 11/03/1998
8 2 6.25 11/03/1998
REPORT OF TESTS :' ACCUMULATIVE VAMPS: 720
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 120390 4260
7 117890 4170
Average 4220
8 3 6.25 11/24/1998
8 4 6.25 11/24/1998
28
28
FRACTURE
TYPE
Note: Samples taken from mixer truck due to
contractor added water as needed.
Technician: Vince McManis
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) HalffAssociates
(1) Mullen & Powell Technistructures, 1
availability to point of discharge,
Started: 3:00am Finished: 2:00pm
(1) Butler Construction
(I) City of Coppell
(1) City of Coppell
Hr:
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.
0ILL Page 8 of 8