Northlake 635(3)-LR 980813CONCRETE COMPR r' SIVE STRENGTH TE?
Date of Service: 08/03/1998 Report No.: 982032
Client No.: 52617000 Project No.: 43-245~
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppel!
Belt Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
Aim N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 08/03/199~
TIME SAMPLED: 8:49 am BY:
WEATHER CONDITIONS: clear an
TEMPERATURE (F)-AIR 92 F ,
TRUCK NO: 518 TICK
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Paving of driveway on westside of property.
SAMPLE LOCATION: 160' N and 8' W/see diagram
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I I 6.75
1 2 6.75
I 3 6.75
I 4 6.75
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
08/10/1998 7 90190
08/10/1998 7 90120
Average
08/31/1998 28
08/31/1998 28
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/13/1998
.97
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:34 am
2)anny Neu
d hot
~ONCRETE: 93 F
ET NO: 732828
tiT WEIGHT (pc0: N/A
See attached diagram.
ECUMULATIVE YARDS: 220
COMPRESSIVE
STRENGTH
(psi)
3190
3190
3190
FRACTURE
TYPE
Technician: Danny Neu
Report Distribution:
(I) Lincoln Property Company
( I } Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: 8:00 am Finished: 10:30
( I ) City of Coppell/BIdg. lnsp.
(I) City of Coppcll/Constr. Insp.
(I) Muller & Iowell Technistmctures
This report is exclusively lbr thc usc of the client indicated above and shall not be reproduced except in tull without the
Eugene Harbour
Vice President
ritten approval of HBC Engineering, Inc.
01AK Page ! of 1
CONCRETE COMPR SIVE STRENGTH
Date of Service: 07/23/1998 Report No.: 981890.'.
Client No.: 52617000
Project No.: 43-2452
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi:
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 07/23/1998
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/13/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:43 am
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Southeast corner
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I I 6.50
1 2 6.50
1 3 6.50
1 4 6.50
TIME SAMPLED: 9:00 am BY: ¥ince McManis
WEATHER CONDITIONS: Warm, ~umid,'~ clear
TEMPERATURE (F) - AIR 91 F (~ONCRETE: 82
TRUC~ NO: 858 TIC~kT NO: 729079
AIR CONTENT (%): N/A w
PLACEMENT LOCATION:
Building D interior leaveout along walls
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/30/1998 7 105470
07/30/1998 7 100710
Average
08/20/1998 28
08/20/1998 28
F
A
IT WEIGHT (pcO: N/A
UCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3730
3560
3650
Technician: Vince McManis
Report Distribution:
( I ) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC. Inc.
Started: 8:00am Finished: 11:00
(1) City ofCoppell/Bldg, lnsp.
(1) City ofCoppell/Constr. Insp.
(1) Mullen & Powell Technistructures
nc.
Vice President
40
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v
· itten approval of HBC Engineering, Inc.
01AK Page 1 of I
CONCRETE COMPRr SIVE STRENGTHTM
Date of Service: 07/14/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 98179~.
Project No.: 43-24
Project: Copp¢
Belt Li
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 935 1
PLACEMENT DATE: 07/14/199~
TIME SAMPLED: 6:05 am BY:
WEATHER CONDITIONS: Partly {
TEMPERATURE (F) - AIR 80 F
TRUCK NO: 1883 TiCk
AIR CONTENT (%): 4.5 U
PLACEMENT LOCATION:
Paving, parking on east side of Building A; ~
SAMPLE LOCATION: From NE corner, 3'W/4'S
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I 1 5.50 07/21/1998 7 82250
i 2 5.50 07/21/1998 7 81500
Average
! 3 5.50 08/11/1998 28 116010
1 4 5.50 08/11/1998 28 110700
Average
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the
01AK Page I of 6
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~4
2-97
Report Date
08/13/1998
Business Center II
e Rd. & Lakeshore Dr.
I, Texas
ired field test and cast
BATCH TIME: 5:30 am
Iack Farris
Ioudy
CONCRETE: 98 F
~.T NO: 728852
~IT WEIGHT (PC0: N/A
ce attached diagram
CCUMULATIVE YARDS: 40
COMPRESSIVE
STRENGTH
(psi)
2910
2880
2900
4100
3910
4010
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
. CONCRETE COMP SIVE STRENGTH TE Ir'
Date of Service: 07/14/1998 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
98179~
43-245
Coppel
Belt Li
Coppe]
Services: Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTlt: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/14/1991
TIME SAMPLED: 7:35 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 82 F
TRUCK NO: 8 5 3
AIR CONTENT (%): 5.0 U
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
From NW corner, 15 yds S, 3 yds E
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.25 07/21 / 1998 7 75430
2 2 5.25 07/2 ! / ! 998 7 81250
Average
2 3 5.25 08/1 !/1998 28 109810
2 4 5.25 08/11/1998 28 112780
Average
01AK
This report is exclusively lbr tile use of the client indicated above and shall not be reproduced except in full without the
Page 2 of 6
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/13/1998
2-97
Business Center II
e Rd. & Lakeshore Dr.
1, Texas
ired field test and cast
BATCH TIME: 6:47 am
[ack Farris
unny
CONCRETE: 98 F
]~T NO: 728862
~IT WEIGHT (pcf): N/A
CCUMULATIVE YARDS: 140
COMPRESSIVE
STRENGTH
(psi)
2670
2870
2770
3880
3990
3940
FRACTURE
TYPE
Tittcn approval of HBC Engineering, Inc.
,CONCRETE COMPRr' SIVE STRENGTH TE? .
Date of Service:
Client No.:
Client:
Services:
07/14/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 98179~
Project No.: 43-245
Project: Coppel
Belt Li
Coppel
Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METltOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STgENGTU: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/14/1991
TIME SAMPLED: 9:19 am BY:
WEAmER ~ONmTIONS: Partly
TEMPERATURE (F) - AIR 88 F
TRUCK NO: 1883 TI(
AIR CONTENT (%): 5.0
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: F,'om SEC of paving. 5 yds W. 2' N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 I 6.00 07/21/i 998 7 83950
3 2 6.00 07/21 / 1998 7 84980
Average
3 3 6.00 08/11/1998 28 104150
3 4 6.00 08/1 !/1998 28 111160
Average
This report is exclusively for thc usc of Ibc client indicated above and shall not be reproduced except in lull without tile
OIAK Page 3 of 6
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
4 Report Date
08/13/1998
2-97
Business Center II
te Rd. & Lakeshore Dr.
I, Texas
red field test and cast
BATCH TIME: 8:00 am
lack Farris
unny
2ONCRETE: 98 F
ETNO: 728873
U] qlT WEIGHT (pc0: N/A
^CCUMULATIVE YARDS: 240
COMPRESSIVE
STRENGTH
(psi)
2970
3010
2990
3680
3930
3810
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
· CONCRETE COMPRt SIVE STRENGTH
Date of Service: 07/14/1998
Report No.: 981799
Client No.: 52617000
Project No.: 43-245',
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppel
Belt Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ:
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: ] 6
SPECIFICATION REQUIREMENTS
STRENGTa: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 93 51
PLACEMENT DATE: 07/14/199~
TIME SAMPLED: I 1.'30 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE (F)- AIR 90 F ,
TRUCK NO: 1883 TICk
AIR CONTENT (%): 5.5 UI
PLACEMENT LOCATION:
Paving, parking on south side of Building A
SAMPLE LOCATION: From SWC of bldg., 8 yds S, 4'E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
4 1 5.00 07/21 / 1998 7 56590
4 2 5.00 07/21/1998 7 84910
Average
4 3 5.00 08/i 1/1998 28 107920
4 4 5.00 08/! 1 / 1998 28 103880
Average
Note: Trucks ran over the reinforcing steel, damaging it and also
Reinforcing steel was not replaced. See attached diagram.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in lhll without the
01AK Page 4 of 6
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
4 Report Date
08/13/1998
>.-97
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 10:05 am
Iack Farris
2ONCRETE: 95
ET NO: 728883
~I1T WEIGHT (pcf): N/A
CCUMULATIVE YARDS: 340
COMPRESSIVE
STRENGTH
(psi)
2000
3000
2500
3820
3670
3750
:he grade.
FRACTURE
TYPE
'ritten approval of HBC Engineering, Inc.
. CONCRETE COMPRr"sSIVE STRENGTH
Date of Service: 07/14/1998 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
981799
43 -245
Coppel
Belt Li:
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
PROJECT DATA
SLUMP:
AIR:
TEST METtlOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: I 6
SPECIFICATION REQUIREMENTS
STRENGTlt: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: I:rom NWC of paving, 14 yds E, 4'S
CYLINDER
MARKED
SET NO.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
4 Report Date
08/13/1998
~.-97
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/14/199:
TIME SAMPLED: 1:05 pm BY:
WEATHER CONDITIONS: Partly unny
TEMPERATURE (F)- AIR 100 F 2ONCRETE: 98 F
TRUCKNO: 515 TI( ETNO: 728894
AIR CONTENT (%): 5.5 U1 ~IT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Paving, parking on south side of Building A
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5 1 5.75 07/21/1998 7 75340
5 2 5.75 07/21/1998 7 83200
Average
5 3 5.75 08/1 t/1998 28 103010
5 4 5.75 08/11/1998 28 109650
Average
This report is exclusively lbr the usc of the client indicated above and shall not be reproduced except in full without the v
BATCHT1ME: 12:08 pm
lack Farris
AUCUMULATIVE YARDS: 440
COMPRESSIVE
STRENGTH
(psi)
2660
2940
2800
3640
3880
3760
FRACTURE
TYPE
ritten approval of ItBC Engineering, Inc.
01AK Page 5 of 6
.CONCRETE
COMPRr'SSIVE STRENGTH
Date of Service: 07/14/1998
Client No.: 52617000
Client:
SLUMP:
AIR:
TEST METllOD:
Services:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 981799
Project No.: 43-2451
Project: Coppel
Belt Li~
Coppel
Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SIJPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: NWC of paving, 6 yds E, 8 yds S
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
9351
07/14/199~
TIME SAMPLED: 3:15 pm BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F) - AIR 101
TRUCK NO: 1 883 TICl4
AIR CONTENT (%): 5.0
PLACEMENT LOCATION:
Paving, parking on south side of Building A
REPORT OF TESTS A
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
6 1 5.25
6 2 5.25
6 3 5.25
6 4 5.25
Technician: .lack Farris
Report Distribution:
( I ) Lincoln Properly Company
(I) Butler Construction
( I ) O'Brien & Associates
( I ) AECC. Inc.
07/21/1998 7 99430
07/21 / 1998 7 96060
Average
08/I 1/1998 28 115490
08/I 1/1998 28 117950
Average
Started: 4:00 am Finished: 4:00 pm I--~
( I ) City of Coppell/Bldg. lnsp.
( I ) City of Coppell/Constr. lasp.
(I) Mullcn & Powcll Tecbnistructures
ENGINEERING, lNG.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
4 Report Date
08/13/1998
>.-97
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 2:05 pm
Tbis report is exclusively tbr the use ol'the client indicated above and shall not be reproduced except in full without the
lack Farris
hot
2ONCRETE: 98 F
ET NO: 728906
lit WEIGHT (pcf}: N/A
ECUMULATIVE YARDS: 550
COMPRESSIVE
STRENGTH
(psi)
3520
3400
3460
4080
4170
4130
FRACTURE
TYPE
~ Engine
Eugene HaSCbour
Vice President
ritten approval of HBC Engineering, Inc.
01AK Page 6 of 6
CONCRETE COMPI:G' SIVE STRENGTH
Date of Service: 08/04/1998 Report No.: 9820451
Client No.: 52617000
Project No.: 43-2455
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lit
Coppell
Services: Obtain salnples of fresh concrete at the placement locations, perform requi:
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTlt: 4000 psi ~ 28 Days
SLUMP: 5"
Am: N/A
'rEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 08/04/1998
TIME SAMP. LED: 6:36 am BY:
WEATHER CONDITIONS: clear
TEMPERATURE (F)- AIR 81
TRUCK NO: 802 TICKI
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
Northwest building, paving: See attached dis
border.
SAMPLE LOCATION: NW building 120'S and YW
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(iuches)
1 1 5.50
I 2 5.50
I 3 5.50
I 4 5.50
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
08/11/1998 7 116110
08/11/1998 7 113480
Average
09/01/1998 28
09/01/1998 28
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
08/13/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 6:10 am
)army Neu
warm
)NCRETE: 89 ~
:TNO: 732836
ITWEIGHT (pcf): N/A
ram. West border (perimeter) and north
CUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
(psi)
4110
4010
4060
FRACTURE
TYPE
Technician: Danlly Neu
Report Distribution:
( I ) Lincoln Properly Company
( I } Butler Cotlstructio~
(1) O'Bricn & Associates
11) AECC, hlc.
Started: 5:30 am Finished: 10:00
( I ) City ol'Coppell/Bldg, lusp.
( I ) City ol'Coppcll/Constr, lnsp.
( I ) Mullcn & Powell T¢cbnistructures
~E.~e~gi2~ur~
Vice President
This report is exclusively lbr tbe usc of the client indicated above and shall not be reproduced except in full without the w;
itten approval of HBC Engineering, Inc.
01AK Page I of I