Park West CC(7)-LR 981116CONCRETE COMPR SIVE STRENGTH
ENGINEERING, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/15/1998
Client No.: 71765000
Report No.: 9828117
Project No.: 43-2170-98
Report Date
11/16/1998
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
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
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/15/1998 BATCH T~ME: I l:32am
TIME SAMPLED: 12:35pm BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 512
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sunny and dry
76 F CONCRETE: 86 F
TICKET NO: 77687
UNIT WEIGHT (pcO: N/A
Piers J.4/I, L/I, K.4/I, 1.8/1, K.3/1.6 through B.2/1
SAMPLE LOCATION: Pier H.6/l
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 5.75
REPORT OF TESTS
DATE
TESTED
ACCUMULATIVE YARDS: 30
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
10/22/1998 7 78440 2770
FRACTURE
TYPE
1 2 5.75
I 3 5.75
Technician Time: See
11/12/1998
11/12/1998
Report #9828116
28 106490 3770
28 98380 3480
Average 3630
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, inc.
(1) Alliance Architects. Inc.
( 1 ) Hal fl' Associates
( I ) Mullen & Powell Technistructures, I
Started:
(I) Butler Construction
(I) City of Coppell
(1) City of Coppell
Finished:
~ Engin~
Eugene Harbour
Vice President
This report is exclusively lbr the use of the client indicated above and shall uot be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page I of 1
CONCRETE
Date of Service:
Client No.:
Client:
Services:
COMPRr SIVE STRENGTH
ENGINF. F_aRI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
10/15/1998
71765000
Report No.: 9828101
Project No.: 43-2170-98
Report Date
11/16/1998
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTIt:
SLUMP:
AIR:
TEST M ETItOD:
CONTRACTOR: Butler Construction
CONCRETE SUI'PLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi (~ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 4:05am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR 69
TRUCK NO: 829
AIR CONTENT (%}: 4
PLACEMENT LOCATION:
9349
10/15/1998 ~ATCH TreE: 3:30am
BY: Joe Moore
Cloudy and cool
F CONCRETE: 80 F
TICKET NO: 58325
UNIT WEIGltT {pcf}: N/A
Floor slab, norht half of building, line 1 to 10 and line F to A
SAMPLE LOCATION: 20' E of W/30' S of N
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP I)ATE AGE LOAD STRENGTH
SET NO. (inches) TESTEI) (days) (lbs. force) (psi)
1 I 5.00 10/22/1998 7 97580 3450
FRACTURE
TYPE
1 2 5.00 11/12/1998 28 121940 4310
I 3 5.00 11/12/1998 28 118450 4190
Average 4250
I 4 5.00 12/10/1998 56
This report is exclusively ~br the use of the client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc.
01SS Page I of 7
CONCRETE COMPRY",SIVE STRENGTH
Date of Service: 10/15/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/16/1998
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
PLANI': 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 1 0/1 5/1 998 BATCH TIME: 4:00am
TIME SAMPLED: 4:45am BY: Joe Moore
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 1 882
,,*,IR CONTENT (%): 5
PLACEMENT LOCATION:
See page 1
Cloudy alld cool
72 F CONCRETE: 83 g
TICKET NO: 77599
[INIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 70' E of W/60' S of N
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP I)ATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 5.50 10/22/t998 7 111510 3940
120
FRACTURE
TYPE
2 2 5.50 11/12/1998 28 146180 5170
2 3 5.50 11/12/1998 28 133150 4710
Average 4940
2 4 5.50 12/10/1998 56
OISS
This report is exclusively tbr thc usc of the client indicated abovc and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 7
,CONCRETE
COMPResSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/15/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
11/16/1998
Services: Obtain samples of fresh concrete at the placelnent locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPEC'IFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 6:15am
W EATH ER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 193
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
See page I
9349
10/15/1998 BATCH TIME: 5:44am
BY: Joe Moore
Cloudy and cool
73 ~ CONCRETE: 80 ~
TICKET NO: I 14035
UNIT WEIGHT (peri: N/A
SAMPLE LOCATION: 200' E of W/40' N of S
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days} (lbs. force)
3 I 5.00 10/22/1998 7 124140
ACCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4390
3 2 5.00 11/12/1998 28 139870 4950
3 3 5.00 11/12/1998 28 129500 4580
Average 4770
3 4 5.00 12/10/1998 56
This report is exclusively tbr lhe usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 3 of 7
,CONCRETE COMPRF' ,SIVE STRENGTH
Date of Service: 10/15/1998
Report No.: 9828101
Client No.: 71765000
Project No.: 43-2170-98
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/16/1998
Services: Obtain samples offl'esh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
I'LANT: 22
SPECllqCAIION REQUIREMENTS
STRENGTlt: 4000 psi @ 28 Days
3-5"
2-5%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 230' E of W/90' S of N
PROJECT DATA
(:ONCRETE CLASS:
I'LACEMENT DATE:
TIME SAMPLED: 7:15am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 829
AIR CONTENT (%): 3.75
PLACEMENT LOCATION:
See page I
9349
10/15/1998 BATCH TIME: 6:25am
BY: Joe Moore
Cloudy and cool
74 F CONCRETE: 83 F
TICKET NO: 77622
UNIT WEIGHT {pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 330
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches} TESTED (days) (lbs. force) (psi) TYPE
4 1 5.50 10/22/1998 7 103300 3650
4 2 5.50 11/12/1998 28 123260 4360
4 3 5.50 11/12/1998 28 118730 4200
Average 4280
4 4 5.50 12/10/1998 56
This report is exclusively for the use of the client indicated above and shall not be reproduced except in lull without the writteu approval of HBC Engineering, inc.
01SS Page 4 of 7
CONCRETE COMPRF"SIVE
Date of Service: 10/15/1998
Client No.: 71765000
Client: Prentiss Properties Limited, I ilo.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
STRENGTH
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
ENGINF_ERIlqG, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/16/1998
Services: Obtain samples offi'esh 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
3-5"
2-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 300' E of W/60' S of N
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 8:00am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1824
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) {lbs. force)
9349
10/15/1998 BATCH TIME: 7:20am
BY: Joe Moore
Cloudy and cool
74 F CONCRETE: 83 F
TICKET NO: 77633
[INIT WEIGHT (pcl): N/A
5 I 6.00 10/22/1998 7 108200
5 2 6.00 11/12/1998 28 143540
5 3 6.00 11/12/1998 28 135410
Average
5 4 6.00 12/10/1998 56
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3830
5O8O
4790
4940
420
FRACTURE
TYPE
01SS
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 5 of 7
.CONCRETE COMPR SIVE
STRENGTH
ENGINEF_RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/15/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Nol~rhwest Hwy.
Dallas TX 75220
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
11/16/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACq'OR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3-5"
2-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:00am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 936
AIR CONTENT (%): 4
PLACEMENT LOCATION:
See page I
9349
10/15/1998 BATCIt TIME: 8:06am
BY: Joe Moore
Cloudy and cool
74 F CONCRETE: 84 F
TICKET NO: 77645
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 60' E ofW/100'N orS
REPORT OF TESTS
ACCUMULATIVE YARDS: 530
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED {days) (lbs. force) (psi)
6 I 5.00 10/22/1998 7 101460 3590
FRACTURE
TYPE
6 2 5.00 11/12/1998 28 128320 4540
6 3 5.00 11/12/1998 28 124110 4390
Average 4470
6 4 5.00 12/10/1998 56
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.
01SS Page 6 of 7
CONCRETE COMPRY"'SIVE
Date of Service: 10/15/1998
Client No.: 71765000
Client: Prentiss Propel~ies Limited, Inc.
A~tn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
STRENGTH
Report No.: 9828101
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
ENGINEERIlq3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/16/1998
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTIt:
SLUMP:
AIR:
TEST METltOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3-5"
2-5%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 20' N of S/70' E of W
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
7 1 6.00
7 2 6.00
7 3 6.00
7 4 6.00
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/15/1998 BATCH TIME: 10:07am
TIME SAMPLED: 1 l:00am BY: Joe Moore
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
'raUCK NO: 1805
AIR CONTENT (%): 4
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
Cloudy and cool
75 F CONCRETE: 86 F
TICKET NO: 77663
UNIT WEIGHT (per): N/A
10/22/1998 7 99620
11/12/1998 28 130050
11/12/1998 28 129190
Average
12/10/1998 56
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3520
4600
4570
4590
680
FRACTURE
TYPE
Technician: Joe Moore
Report Distribution:
(I) Prentiss Properties Limited. Inc.
(1) Alliance Architects, Inc.
( I ) Halff Associates
(I) Mullen & Powell Technistructures, I
Started: 4:00am Finished: l:00pm
( I ) Butler Construction
(1) City of Coppell
(I) City of Coppcll
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.
01SS Page 7 of 7