Park West CC(7)-LR 981125CONCRETE COMPR 3SIVE STRENGTH
Date of Service: 10/26/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9829078
43-2170-98
Report Date
11/25/1998
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: 10/26/1998 BATCH TIME: 10:15am'
TIME SAMPLED: 10:45am BY: Mike Shields
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 1883
AiR CONTENT (%): N/A
PLACEMENT LOCATION:
Sunny & clear
77 F CONCRETE: 80 F
TICKET NO: 83274
UNIT WEIGHT (poD: N/A
Piers- D/7.4, D/6.5, D/5.6, D/4.8, D/4, G.3/4
SAMPLE LOCATION: Pier D/6.5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.75
REPORT OF TESTS
DATE
TESTED
11/02/1998
MAXIMUM
AGE LOAD
(days) (Ibs.~rce)
7 81050
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
2870
10
FRACTURE
TYPE
I 2 5.75
1 3 5.75
Technician time:
11/23/1998
11/23/1998
See Report %9829077
28 126370 4470
28 119970 4240
Average 4360
Technician: Mike Shields
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures,
Started: Finished:
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
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 ofl
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
11/25/1998
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
SAMPLE LOCATION:
Slab-on-grade G.5-3
CYLINDER
MARKED
SET NO.
1 1 6.50
1 2 6.50
I 3 6.5O
1 4 6.50
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/27/1998 BATCH TIME: 5:00am
TIME SAMPLED: 5:20am BY: Vince McManis
WEATHER CONDITIONS: Cool/cloudy
TEMPERATURE (F)-AIR 57 F CONCRETE: 74 F
TRUCKNO: '1883 TICKETNO: 83324
AIR CONTENT (%): N/A UNIT WEIGHT (pcO: N/A
PLACEMENT LOCATION:
Slab-on-grade F to L, I to 10
REPORT OF TESTS ACCUMULATIVE YARDS: 60
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
11/03/1998 7 112420 3980
11/03/1998 7 110630 3910
Average 3950
11/24/1998 28 141330 5000
11/24/1998 28 143960 5090
Average 5050
20 Gallons added to full load
0ILL
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 I of 8
,CONCRETE COMPResSIVE STRENGTH
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
71765000
Report No.: 9829178
Project No.: 43-2170-98
Report Date
11/25/1998
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: 40002 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 1 ?2
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 10/27/1998 BATCH TIME: 5:39am
TIME SAMPLED: 6:10am BY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 841
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
Cool, cloudy
60 F CONCRETE: 72 F
TICKET NO: 83333
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: 1.5-2.5
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.50 11/03/1998 7 106590
2 2 6.50 11/03/1998 7 109690
Average
2 3 6.50 11/24/1998 28 135520
2 4 6.50 11/24/1998 28 135000
Average
ACCUMULATIVE YARDS: 140
COMPRESSIVE
STRENGTH
(psi)
3770
3880
3830
4790
4770
4780
FRACTURE
TYPE
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in tull without the written approval of HBC Engineering, Inc.
Page 2 of 8
,CONCRETE
COMPResSIVE STRENGTH
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 10/27/1998
Client No.: 71765000
Report No.: 9829178
Project No.: 43-2170-98
Report Date
11/25/1998
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: 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: 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: 7:05am
TIME SAMPLED: 7:35am aY: Vince McManis
WEATHER CONDITIONS: Cool/cloudy
TEMPERATURE (F)- AIR 63 F CONCRETE: 70 F
TRUCK NO: 512 TICKET NO: 83352
AIR CONTENT.("/,,): N/A UNiT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See Page 1
SAMPLE LOCATION: K-3.5
REPORT OF TESTS ACCUMULATIVE YARDS: 270
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 1 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 129410 4580
3 4 6.75 11/24/1998 28 125370 4430
Average 4510
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 3 of 8
'CONCRETE COMPRL SIVE STRENGTH TE["
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
Client: Prentiss Properties Limited, Inc. Project:. Lakeview Center
Attn: David Glass Coppell, Texas
3860 W. Northwest Hwy.
Dallas TX 75220
Report Date
11/25/1998
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: 8:20am
TIME SAMPLEO: 9:05am BY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1883
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
Cool, sunny
70 F CONCRETE: 74 F
TIC~O~T NO: 83362
UNIT WEIGHT (pcl): N/A
SAMPLE LOCATION: L-3.5
CYLINDER
MARKED
SET NO.
4 1 7.00
4 2 7.00
4 3 7.00
4 4 7.00
REPORT OF TESTS ACCUMULATIVE YARDS: 350
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
11/03/1998 7 96400 3410
11/03/1998 7 92760 3280
Average 3350
11/24/1998 28 129920 4590
11/24/1998 28 127740 4520
Average 4560
20 Gallons of water added
0ILL
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 COMPRi. SIVE STRENGTH
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
10/27/1998
71765000
Report No.: 9829178
P~:oject No.: 43-2170-98
Report Date
11/25/1998
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: 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 MeManis
WEATH ER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 841
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
Cool, sunny
72 F CONCRETE: 76 F
TICKET NO: 83379
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: J-5.5
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
5 1 6.25 11/03/1998
5 2 6.25 11/03/1998
5 3 6.25 11/24/1998
5 4 6.25 11/24/1998
15 Gallons of water added
MAXIMUM
AGE LOAD
(days) (Ibs.~rcO
7 92040
7 95840
Average
28 107240
28 102280
Average
ACCUMULATIVE YARDS: 490
COMPRESSIVE
STRENGTH
(psi)
3250
3390
3320
3790
3620
3710 ~r
FRACTURE
TYPE
0ILL
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 5 of 8
CONCRETE COMPResSIVE STRENGTH TE["
8901 Carpenter Frwy., Suite#100
Dallas, Texas 75:147
Date of Service: 10/27/1998 Report No.: 9829178
Client No.: 71765000 Project No.: 43-2170-98
Report Date
11/25/1998
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: 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 BY: Vince McManis
WEATH ER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1815
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
Warm, sunny
78 F CONCRETE: 72 F
TICKET NO: 114497
UNIT WEIGHT (pet): N/A
SAMPLE LOCATION: J.5-7
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
6 1 6.25
6 2 6.25
6 3 6.25
6 4 6.25
15 Gallons of water added.
DATE
TESTED
11/03/1998
11/03/1998
11/24/1998
11/24/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 530
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
~ays) 0bs.~rce) (psi)
7 94160 3330
7 99980 3540
Average 3440
28 123310 4360
28 119020 4210
Average 4290
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 6 of 8
CONCRETE COMPResSIVE STRENGTH
Date of Service: 10/27/1998
Client No.: 71765000
Report No.: 9829178
Project No.: 43-2170-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/25/1998
Client:
Prentiss Properties Limited, Inc.
Atto: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: 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: 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: 10:45am
TIME SAMPLED: 12:00pm BY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1807
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
Warm, cloudy, humid
81 F CONCRETE: 70
T1Cr~T NO: 114497
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: K-8.5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
7 1 6.00
7 2 6.00
6.00
6.00
7 3
7 4
DATE
TESTED
1/03/1998
1/03/1998
1/24/1998
1/24/1998
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMP~SS~VE
AGE LOAD STRENGTH
(days) (Ibs.~rce) (psi)
7 97150 3440
7 90740 3210
Average 3330
28 129510 4580
28 119750 4230
Average 4410
630
FRACTURE
TYPE
0ILL
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 7 of 8
CONCRETE COMPResSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, T~as 75247
Date of Service: 10/27/1998 Report No.: 9829178
Client No.: 71765000 Project No.: 43-2170-98
Report Date
11/25/1998
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: 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: 12:30pm
TIME SAMPLED: l:00pm aY: Vince McManis
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1882
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page 1
Warm, sunny, humid
82 F CONCRETE: 78
TICKET NO: 083410
UNIT WEIGHT (.ncO: N/A
SAMPLE LOCATION: K.5-9.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
8 1 6.25
8 2 6.25
8 3 6.25
8 4 6.25
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/03/1998 7 120390
11/03/1998 7 117890
Average
11/24/1998 28 140110
11/24/1998 28 145080
Average
availability to point
Note: Samples taken from mixer truck due to
contractor added water as needed.
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
~si)
4260
4170
4220
4950
5130
5040
of discharge,
720
FRACTURE
TYPE
Technician: Vince McManis
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, 1
Started: 3:00am Finished: 2:00pm
(I) Butler Construction
(1) City of Copp¢ll
(1) City of Coppcll
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 HDC Engineering, Inc.
01LL Page 8 of 8