Northlake 635(3)-LR 980325CONCRETE COMPRr' SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
03/12/1998 Report No.: 9807101
52617000 Projeet No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lin
Coppell
Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
SLUMP: 4"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 03/12/1998
TIME SAMPLED: 1:48 pm BY: [
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (lq') - AIR 56 V C
TRUCK NO: 556 TICK~
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Piers, Building D
SAMPLE LOCATION: 6-K, 6-L, 4-B
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 5.75 03/19/1998
1 2 5.75 03/19/1998
I 3 5.75 04/09/1998
I 4 5.75 04/09/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 111150
7 114860
Average
28
28
AC
Technician time on report 9807107.
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: Finished:
(1) City ofCoppell/Bldg, lnsp.
( 1 ) City of Coppell/Constr. Insp.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wi
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/25/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 1:27 pm
.rian Otis
~vindy, Pool
DNCRETE: 62 g
TNO: 652231
T WEIGHT (pc0: N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3930
4060
4000
10
FRACTURE
TYPE
Vice President
ten approval of I-IBC Engineering, Inc.
01AK Page I of I
CONCRETE COMPRP SIVE STRENGTH TEff'Y
Date of Service: 03/13/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
980721'
43-2452
Coppell
Belt Lin
CoppelL
Services: Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- ! 72
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 03/13/1998
TIME SAMPLED: 3:15 pm aY: E
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F)- AIR 56 F C
TRUCK NO: 769 TICKI~
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, Building D
SAMPLE LOCATION: I-B, l-B.4, 1-B.6
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO, (inches) TESTED
1 1 6.25 03/20/1998
1 2 6.25 03/20/1998
I 3 6.25 04/10/1998
1 4 6.25 04/10/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 86990
7 89670
Average
28
28
AC
Note: Mix used is for paving.
Technician time on report 9807218.
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property ComPany
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started:
(I) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. lnsp.
Finished:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/25/1998
~97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and east
BATCH TIME: 2:20 pm
rian Otis
:ool
~NCRETE: 69 F
TNO: 652463
T WEIGHT (@c0: N/A
CUMULATIVE YARDS:
STRENGTH
(psi)
3080
3170
3130
10
~ugene Harbour
Vice President
FRACTURE
TYPE
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the m
approval of HBC Engineering, Inc.
01AK Page 1 of 1
CONCRETE COMPRP$SIVE STRENGTH TE V
Date of Service:
Client No.:
Client:
Services:
02/20/1998 Report No.: 980553
52617000 Project No.: 43-245~
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lit
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.**
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
7-C.3, 7-C.8, 7-D
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 5.75
1 2 5.75
1 3 5.75
I 4 5.75
Technician time on report
DATE
TESTED
02/27/1998
02/27/1998
03/20/1998
03/20/1998
9805532.
Technician: Brian Otis
Started:
TRUCK NO: 730
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, Building C
Report Date
03/25/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/20/1998 BATCH TIME: 10:05 am
TIME SAMPLED: f0:53 am BY: ~rian Otis
WEATHER CONDITIONS: Clear, lid
TEMPERATURE (F} - AIR 69 F CONCRETE: 68 F
TIC~a.T NO: 633688
UN IT WEIGHT (PC0: N/A
AC
REPORT OF TESTS
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3920
4060
3990
5220
5380
5300
Report Distribution:
(I) Li,coln Property Company
(I) Butler Construction
(I) O'Brien & Associatcs
(I) AECC, Inc.
(I) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. Insp.
MAXIMUM
AGE LOAD
(days) (lbs. force)
;ugene Harbour
Vice President
10
7 110960
7 114830
Average
28 147510
28 152010
Average
Finished:
This report i~ exclusively tbr thc usc of thc client indicated above and shall not bc reproduced except in full without thc wr
FRACTURE
TYPE
Ien approval of HBC Engineering, Inc.
01AK Page 1 of I