ST9502-LR 960425 (2)CONCRETE COMPRESolVE STRENGTH TESI
4747 Irving Blvd., Suite #206
Dallas, Texas 7S247
Date of Service: 04/25/1996
Client No.: 48345000
Client:
Services:
Kaugfiiian & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Piano Parkway, Suite 131
Dallas TX 75075
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength smnples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C- 172
ASTM C-143
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 2.75
1 2 2.75
1 3 2.75
1 4 2.75
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:13 am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR coNTg~wr (O/o): 3.6%
PLACEMENT LOCATION:
6 SK
04/25/1996
BATCI~ TnWE: N/A
BY: Dean Martin
Sunny and windy
66 F CONCRETE: 69 F
TICKET NO: N/A
UNIT WEIGHT (pc0: N/A
Paving, Big Bend Road
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
Station 1+60
1016
COMPRESSIVE
STRENGTH
(~a)
4o4o
4190
5070
5160
DATE AGE LOAD
TESTED OaT) 0bs-~e)
05/02/1996 7 114210
05/02/1996 7 118450
05/23/1996 28 143330
05/23/1996 28 145870
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering Inc.
CONCRETE COMPRESSIVE STRENGTH TES i
4747 Irving Blvd., Suite/4206
Dallas, Texas 75247
Date of Service: 04/25/1996 Report No.: 963032
Client No.: 48345000
Project No.: 43-1059-96
Client:
Services:
Kaul~nan & Broad of Texas, Inc. Project: Garden Oak Estates Phase 1V
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
pLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C- 172
ASTM C-143
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996 BATCH T/ME: N/A
TIME SAMPLED: 9:48 am BY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.5%
PLACEMENT LOCATION:
Sunny and windy
70 V CONCRETE: 72 V
TICKET NO: N/A
UNIT WEIGHT (pcf): N/A
Paving, Big Bend Road
SAMPLE LOCATION:
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lira. force)
05/02/1996 7 115340
05/02/1996 7 110820
05/23/1996 28 139650
05/23/1996 28 138810
2 1 2.0
2 2 2.0
2 3 2.0
2 4 2.0
Station 3+20
COMPRESSIVE
STRENGTH
4080
3920
4940
4910
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kaufl~nan & Broad &Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS
This report is exclusively for the use of the client indicated above and shall not be reproduced except in lhll without the written approval of HBC Engineering, Inc.
CONCRETE COMPREbSIVE STRENGTH TES'a
4747 Irving Blvd., Suite #206
Dallas, Texa~ 75247
Date of Service:
Client No.:
Client:
Services:
04/25/1996 Report NO.: 963032
48345000 Project No.: 43-1059-96
Kauffman & Broad of Texas, Inc. Project: Garden Oak Estates Phase 1V
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength smnples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C- 172
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996
TIME SAMPLED: 10:35 am BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 70 F CONCRETE: 74 g
TRUCKNO: N/A TIC~T NO: N/A
AIR CONTENT (%): 3.6% UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION: Paving, Big Bend Road
SAMPLE LOCATION: Station 5+00
ASTM C-143
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) Obs. force)
05/02/1996 7 103190
05/02/1996 7 121000
05/23/1996 28 138240
05/23/1996 28 137110
3 1 3.75
3 2 3.75
3 3 3.75
3 4 3.75
BATCH TIME: N/A
COMPRESSIVE
STRENGTH
(~a)
365O
4280
4890
4850
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
( I ) Kauffman & Broad'of Texas, Inc.
(I) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
H~ Engineering, Inc.
Eugene Harbour
Vice President
01AS
This report is exclusively for the use of the client indicated above and shall not be reproducexl except in fi~ll without the written approval of HBC Engineering, Inc.
CONCRETE COMPRESSIVE STRENGTH TES
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/25/1996
Client No.: 48345000
Client:
Services:
Kauffinan & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Obtain samples of fresh concrete at the placemem locations, perform required field test and cast compressive
strength smnples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
pLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39.
ASTM C-172
ASTM C-143
CYLINDER MEASURED
MARKED SLUMP
SET NO. (h~dtes)
4 1 2.0
4 2 2.0
4 3 2.0
4 4 2.0
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996
TIME SAMPLED: 11:25 am BY: Dean Martin
W~ATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 73 F CONCRETE: 75 F
TRUCK NO: N/A
AIR CONTENT (%): 3.5%
PLACEMENT I. AM2ATION:
BATCH TIME: N/A
TICKET NO: N/A
UNIT WEIGHT (pcf): N/A
Paving, Big Bend Road
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
Station 7+50
1016
COMPRESSIVE
STRENGTH
(~si)
4230
4030
4980
4900
05/02/1996 7 119580
05/02/1996 7 113930
05/23/1996 28 140780
05/23/1996 28 138520
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
0lAS
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPREbSIVE STRENGTH TES't
4747 Irving Blvd, Sui0~ #206
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
04/25/1996
48345000
Kauffman & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength smnples. **
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
Co~rrRAc'rOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 4.0
5 2 4.0
5 3 4.0
5 4 4.0
DATE
TESTED
05/02/1996
05/02/1996
05/23/1996
05/23/1996
PROJECT DATA
CONCRETE CLASS: 6 SK
PtgCEMENT DATE: 04/25/1996
TIME SAMPLED: 12:07 am BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 73 ~* CONCRETE: 75 F
TRUCK NO: N/A TICKET No: N/A
AIR CONTENT (%): 3.4% vNrr WEIGHT (pcf): N/A
PLACEMENT IX)CATION: Paving, Big Bend Road
SAMPLE LOCATION: Station 9+00
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
BATCH TIME: N/A
COMPRESSIVE
STRENGTH
(psi)
7 112510 3980
7 107710 3810
28 137670 4870
28 136540 4830
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(l) City of Lewisville/Bldg. Insp.
Started: 6:00 am
Finished: 8:00 pm
H~ Engineering, Inc.
Eugene Harbour
Vice President
01AS
This report is exclusively for the use of the client indicated above and shall not be reproduced except in fi~ll without the written approval of HBC Engineering, Inc.
IT r ~I1 r'
CONCRETE COMPRESSIVE STRENGTH TES'
4747 Irving Blvd., Suite//206
Dallas, Texas 75247
Date of Service: 04/25/1996
Client No.: 48345000
Client:
Services:
Kauffman & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength smnples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLA~T: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
/dR CONTENT (°/.): 3.6%
PLACEMENT LOCATION:
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996 BATCH TIME: N/A
TIME SAMPLED: 2:18 pm BY: Dean Martin
Sunny and windy
89 v CONCRETE: 75 V
TICKET NO: N/A
UNIT WEIGHT (pct'): N/A
Paving, Niagara Boulevard
SAMPLE LOCATION:
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
6 1 3.0
6 2 3.0
6 3 3.0
6 4 3.0
05/02/1996
05/02/1996
05/23/1996
05/23/1996
Station 8+50
COMPRESSIVE
STRENGTH
(ps0
7 102620 3630
7 1OO92O 357O
28 134000 4740
28 130600 4620
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am
Finished: 8:00 pm
I-~ Engineering, Inc.
Eugene Harbour
Vice President
01AS This report is exclusively fur the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering Inc.
CONCRETE COMPRESSIVE STRENGTH TEKI
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/25/1996
Client No.: 48345000
Client:
Servicesi
Kauffinan & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plm~o Parkway, Suite 131
Dallas TX 75075
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength smnples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete.
CONCRETE SUPPLIER: Site Concrete
pI~a~T: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
7 1 1.75
7 2 1.75
7 3 1.75
7 4 1.75
DATE
TESTED
WEATHER CONDITIONS:
TEMPERATURE ~ - AIR
TRUCKNO: N/A
AIR CONTENT (%): 3.5%
PLACEMENT LOCATION:
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996 BATCH TIME: N/A
TIME SAMPLED: 2:44 pm BY: Dean Martin
Sunny and windy
89 V CONCRETE: 76 F
TICKET NO: N/A
UNIT WEIGHT (pcf): N/A
Paving, Niagara Boulevard
SAMPLE LOCATION: Station 7+00
ACC~MU~ATrV~ YAg~S: 1016
REPORT OF TESTS
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
05/02/1996
05/02/1996
05/23/1996
05/23/1996
7 122130 4320
7 115190 4070
28 147000 5200
28 146160 5170
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad &Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am
Finished: 8:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
()lAS
This report is exclusively for rite use of the client indicated above and shall not be reproduced except in full ~vithout the written approval of HBC Engineering, Inc.
CONCRETE COMPRESSIVE STRENGTH TES !
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
Report No.: 963032
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
04/25/1996
48345000
Kau~mian & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plane Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
SLUMP:
AIR:
TEST METHOD:
ceNTImeteR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
rLn~rr: On-Site
SPECIFICATION REQUIREMENTS
STRENaT~I: 3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
0riches)
8 1 2.0
8 2 2.0
8 3 2.0
8 4 2.0
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 3:12 pm
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIRCONTENT (%): 3.8%
PLACEMENT LOCATION:
6 SK
04/25/1996
BATCH TIME: N/A
BY: Dean Martin
Sunny and windy
87 ~ CONCRETE: 74 F
TICKET NO: N/A
tmrr W~IaHT (P~O: N/A
Paving, Niagara Boulevard
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
Station 5+50
1016
COMPRESSIVE
STRENGTH
L~si)
4610
4580
5930
5370
DATE AGE LOAD
TESTED (days) (lbs. force)
05/02/1996 7 130320
05/02/1996 7 129480
05/23/1996 28 167640
05/23/1996 28 151810
FRA~URE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
( 1 ) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
HI~ Engineering, Inc.
Eugene Harbour
Vice President
01AS
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.
I l' ]' r T
CONCRETE COMPRESSIVE STRENGTH TES I
4747 Irving Blvd., Suite #206
Dallas, Texaa 75247
Report No.: 963032
Date of Service: 04/25/1996
Client No.: 48345000
Client:
Services:
Project No.: 43-1059-96
Kauffinan & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
c/o Mi&rest Properties, Inc.
1721 W. Plm~o Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996 BATCH TIME: N/A
TIME SAMPLED: 3:55 pm BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 87 r CONCRETE: 74 r
TRUCKNO: N/A TICKET NO: N/A
AIR CONTENT (%): 3.5% UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION: Paving, Niagara Boulevard
SAMPLE LOCATION: Station 3-t-25
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
05/02/1996 7 137670
05/02/1996 7 121560
05/23/1996 28 145590
05/23/1996 28 141070
9 1 1.5
9 2 1.5
9 3 1.5
9 4 1.5
COMPRESSIVE
STRENGTH
~,si)
4870
4300
5150
4990
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:00 am Finished: 8:00 pm
H~ Engineering, Inc.
Eugene Harbour
Vice President
01AS
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.
cONCRETE COMPRESSIVE STRENGTH TES
4747 Irving Blvd., Suite #206
Dall~, Texas 75247
Date of Service: 04/25/1996 Report No.: 963032
Client No.: 48345000 Project No.: 43-1059-96
Client:
Services:
Kauffi-:-~an & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
3" Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inchez)
10 1 2.0
10 2 2.0
10 3 2.0
10 4 2.0
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/25/1996
TIME SAMPLED: 4:42 pm BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 86 F CONCRETE: 76 F
TR;JCKNO: N/A TICI~T NO: N/A
AIR CONTENT (%): 3.5% UNIT WmGIIT 0,c0: N/A
PLACEMENT LOCATION: Paving, Niagara Boulevard
SAMPLE LOCATION: Station 1+70
ACCUMULATIVE YARDS: 1016
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/02/1996 7 137390
05/02/1996 7 120990
05/23/1996 28 157180
05/23/1996 28 152090
BATCH TIME: N/A
COMPRESSIVE
STRENGTH
(vsi)
4860
4280
5560
5380
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of Lewisville/BIdg. Imp.
Started: 6:00 am Finished: 8:00 pm
I-~ Engineering, Inc.
Eugene Harbour
Vice President
O1AS
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.