ST9502-LR 960427CONCRETE COMPRESSIVE STRENGTH TEKI'
Date of Service: 04/27/1996 Report No.:
Client No.: 48345000 Project No.:
Client: Kauffman & Broad of Texas, Inc. Project:
c/o Midcrest Properties, Inc.
1721 W. Piano Parkway, Suite' 131
Dallas TX 75075
Services:
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
963125
43-1059-96
Garden Oak Estates Phase IV
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACrOR: 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
(inch.)
1 1 2.5
1 2 2.5
1 3 2.5
1 4 2.5
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/27/1996
TIME SAMPLED: 8:00 am BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (lq') - AIR 65 F CONCRETE: 69 F
BATCH TIME: N/A
TRUCK NO: N/A TICKET NO: N/A
AIR CONTENT (%): 3.8% UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION: Paving, Alley D
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
Station 4+80
416
COMPRESSIVE
STRENGTH
(psi)
5090
5130
05/04/1996 7 143890
05/04/1996 7 145020
05/25/1996 28
05/25/1996 28
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am Finished: 3:30 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS This repoa is exclusively Ibr the use of the client indicated above and shall not be reproduced except in thll without the written approval of HBC Engineering, Inc.
coNCRETE COMPRESSIVE STRENGTH TES'I
4747 Irving Blvd., Suit~ #206
Dalla~ Texa~ 75247
Date of Service:
Client No.:
Client:
Services:
04/27/1996
48345000
Report No.: 963125
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Kauffinan & 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 samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
pt~wr: 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)
2 1 2.0
2 2 2.0
2 3 2.0
2 4 2.0
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:15 am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.6%
PLACEMENT LOCATION:
6 SK
04/27/1996
BATCH TIME: N/A
BY: Dean Martin
Cloudy and windy
69 F CONCRETE: 72 F
TICKETNO: N/A
UNIT W~mHT (~0: N/A
Paving, Alley C
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) 01~. for~e)
Station 2+20
416
COMPRESSIVE
STRENGTH
523O
4810
7 147850
7 135980
28
28
05/04/1996
05/04/1996
05/25/1996
05/25/1996
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kaufl~nan & Broad of Texas, Inc.
(1) City of Lewisville/BIdg. Insp.
Started: 6:30 am
Finished: 3:30 pm
Engineering, Inc.
Eugene Harbour
Vice President
OIAS
This repmt 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 I
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/27/1996 Report No.:
Client No.: 48345000 Project No.:
Client: Project:
Services:
963125
43-1059-96
Garden Oak Estates Phase IV
Kauu~nan & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Piano 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
pratT: 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. (hlches)
3 1 1.5
3 2 1.5
3 3 1.5
3 4 1.5
DATE
TESTED
05/04/1996
05/04/1996
05/25/1996
05/25/1996
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 11:45 am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: N/A
AIRCONTENT (%): 3.9%
PLACEMENT LOCATION:
6 SK
04/27/1996
BATCH TIME: N/A
BY: Dean Martin
Cloudy and windy
78 F CONCRETE: 75
TICKET NO:
UNIT WEIGHT (pcf): N/A
Paving, Alley C
COMPRESSIVE
STRENGTH
(psi)
5210
5240
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
AGE LOAD
~a~) Obs.~rce)
7 147290
7 148130
28
28
Station 6+30
416
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 mn
Finished: 3:30 pm
H~ Engineering, Inc.
Eugene Harbour
Vice President
01AS This report is exclusively tbr tile 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 TEST
4747 Irving Bix'd. Suite #206
Dallas, Texas 75247
Date of Service: 04/27/1996
Client No.: 48345000
Client:
Services:
Kaaffiaan & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Piano Parkway, Suite 131
Dallas TX 75075
Report No.: 963125
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 samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTI~CrOR: 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 DATE
(inches) TESTED
4 1 5.25 05/04/1996
4 2 5.25 05/04/1996
4 3 5.25 05/25/1996
4 4 5.25 05/25/1996
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 12:32 pm
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCI~NO: N/A
Am CONTENT (%): 3.9%
PLACEMENT LOCATION:
6 SK
04/27/1996
BATCH TIME: N/A
BY: Dean Martin
Cloudy and windy
80 F CONCg~TE: 76 F
TICKET NO: N/A
UNIT WEIGHT (pcf): N/A
Continuation of road east of alleys
COMPRESSIVE
STRENGTH
4580
4340
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) Obs. force)
7 129620
7 122690
28
28
Station 6+80
416
F~URE
~PE
Note: 3750 psi @ 28 Days with 5 inch maximum slump, hand worked area
Technician: Dean Martin
Report Distribution:
(I) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am
Finished: 3:30 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.