Northlake 635(3)-LR 980603CONCRETE COMP IVE STRENGTH
Date of Service: 05/05/1998
Report No.: 9811522
Client No.:
Client:
Services:
52617000 Project No.: 43-2452.
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lira
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
ENG]NF_.~I~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texa~ 75247
.97
Report Date
06/03/1998
Business Center II
: Rd. & Lakeshore Dr.
Texas
~d field test and cast
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTm 3500 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Same
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 6.00
1 2 6.O0
I 3 6.00
1 4 6.00
Technician time on report
DATE
TESTED
05/12/1998
05/12/1998
06/02/1998
06/02/1998
9811521.
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/05/1998
TIME SAMPLED: ]: 15 pm BY: [
WEATHER CONDITIONS: Warm, 0
TEMPERATURE (F}-AIR 74 F C
TRUCK NO: 552 TICK[
AIR CONTENT (%): N/A tr~:
PLACEMENT LOCATION:
Pier on southeast comer of Building B
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 82480
7 84360
Average
28 93350
28 97280
Average
A(
BATCH TIME: 11:27 am
,el Ratliff
vercast, windy
2}NCRETE: 88 F
TNO: 708326
T WEIGHT (pc0: N/A
CUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
(psi)
2920
2980
2950
3300
3440
3370
FRACTURE
TYPE
Technician: Del Ratliff
Report Diatribution:
(I) Lincoln Property Company
( I ) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: Finished:
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/Constr. [nsp.
(1) Mullen & Powell Technistructures
This report is exclusively tbr the use of the client indicated above and shall not bc reproduced except in full without the w~
~ugene Harbour
Vice President
ttcn approval of HBC Engineering, Inc.
01AK Page I of I
.CONCRETE COMPR SIVE STRENGTH TE, "iTM
Date of Service: 05/04/1998
Client No.: 52617000
Report No.: 981143:
Project No.: 43-245~ .97
ENGRqEF_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/03/1998
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services:
SLUMP:
AIR:
TEST METHOD:
Coppell
Belt Lit
Coppell
Obtain samples of fresh coucrete at the placement locations, perform requi
compressive strength samples.**
Butler Construction
Pioneer Concrete
16
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
Business Center II
~e Rd. & Lakeshore Dr.
Texas
SAMPLE LOCATION: Panel 39
'ed field test and cast
Tiffs report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc ~
01AK Page I of 3
I I 5.75 05/11/1998 7 86700
1 2 5.75 05/11/1998 7 88980
Average
I 3 5.75 06/01/1998 28 103400
I 4 5.75 06/01 / 1998 28 99960
Average
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
Al
.'CUMULATIVE YARDS: 90
COMPRESSIVE
STRENGTH
(psi)
3070
3150
3110
3660
3530
3600
FRACTURE
TYPE
ittcn approval of HBC Engineering, Inc.
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Panels 30 through 59, Building D
PROJECT DATA
CONCRETE Ct~SS: 9337
PLACEMENT DATE: 05/04/1998 ~ATCH TIME: 6:00 am
T~MESAMPLED: 6:15 am aY: l~ddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 60 F (~ONCRETE: 74
TRUCKNO: 852 TICK~TNO: 711884
UI~ IT WEIGHT (pc0: N/A
CONCRETE COMPRr' SIVE STRENGTH TE, '"2
Date of Service: 05/04/1998 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
Services:
981143.
43-245~
Coppell
Belt Lit
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Butler Construction
Pioneer Concrete
16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
SLUMP:
AIR:
TEST METHOD:
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
Panel 45
01AK
SAMPLE LOCATION:
.97
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 6.00 05/11/1998
2 2 6.00 05/11/1998
2 3 6.00 06/01/1998
2 4 6.00 06/01/1998
ENGINEERING, RqC.
8901 Carpenter Frwy., SuRe #100
Dallas, Texas 75247
Report Date
06/03/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/04/1998 BATCH TIME: 6:58 am
TIME SAMPLED: 7:10 am BY: Eddie Elrod
WEATHER CONDITIONS: Clear [
TEMPERATURE (F) - AIR 63 g (~ONCRETE: 72 F
TRUCKNO: 801 TlCi~T NO: 711891
AIR CONTENT (%): N/A u~ IT WEIGHT (peO: N/A
PLACEMENT LOCATION:
See page !
Al
.~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3340
3330
3340
4010
4160
4090
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (l~.brce)
7 94360
7 94080
Average
28 113500
28 117770
Average
Thisrepo~isexclusively ~rtheuseoftheclientindicated aboveandshallnotbereproducedexceptin ~llwi~out ~ev
Page 2 of 3
160
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TEf'Y
Date of Service:
Client No.:
Client:
05/04/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9811431
Project No.: 43-245~
Project: Coppell
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requn
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: i 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Panel 57
PROJECT DATA
CONCRETE CLASS: 933 7
PLACEMENT DATE: 05/04/1998
TIME SAMPLED: 8:10 am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- AIR 72 F
TRUCK NO: 812 TICK!
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page I
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/11/1998 7 115550
05/11/1998 7 117660
Average
06/01/1998 28 109890
06/0 l/1998 28 109210
Average
A(
Technician: Eddie Elrod
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: 4:00 am Finished: 10:00 ~
(I) City ofCoppell/Bldg, lnsp.
(1) City ofCoppell/Constr, lnsp.
(I) Mullen & Powell Technistructures
This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without thc wr
ENGINEERING, R~.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/03/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:45 am
',ddie Elrod
ONCRETE: 73 F
;TNO: 711899
~WEIGHT(pc0: N/A
CUMULATIVE YARDS: 240
COMPRESSIVE
STRENGTH
(psi)
4090
4160
4130
3890
3860
3880
FRACTURE
TYPE
Engi~, Inc.
]ugeneTHarbour
Vice President
~tcn approval of HBC Engineering, Inc.
01AK Page 3 of 3