ST9502-LR 960426CONCRETE COMPRESSIVE STRENGTH TES i
4747 Irving Blvd., Suite #206
Dallas, Texa~ 75247
Date of Service: 04/26/1996 Report No.: 963091
Client No.: 48345000
Client:
Services:
Project No.: 43-1059-96
Kauffir~xt & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
c/o Midcrest Properties, Inc.
1721 W. Plm~o Parkway, Suite 131
Dallas TX 75075
Obtain samples of fresh concrefe 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
Y' Max
3 - 6%
ASTM C-39
ASTM C- 172
ASTM C-143
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 1.5
I 2 1.5
1 3 1.5
1 4 1.5
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996
TIME SAMPLED: 10:04 am BY: Dean Martin
WEATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 72 F CONCRETE: 67 e
TRUCK NO: N/A TICKET NO: N/A
AIR CONTENT (%): 3.9% UNIT WEIGHT (pef): N/A
pLACEMENT LOCATION: Paving, Alley A
SAMPLE LOCATION: Station 5+00
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) Obs. force) ~si)
05/03/199~ 7 104330 3690
05/03/1996 7 97540 3450
05/24/1996 28
05/24/1996 28
BATCH TIME: N/A
FRACTURE
TYPE
Note: 2 cylinders were damaged at the jobsite, the other two were set-up for 28
day breaks.
Technician: Dean Martin
Report Distribution:
(1) Kanffinan & Broad of Texas, Inc.
(1) City of Lewisviile/Bldg. Insp.
Started: 6:30 am Finished: 7:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS
This report is exclusively fbr 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
Dallas, Texas 75247
Date of Service: 04/26/1996
Client No.: 48345000
Client: Kauffinan & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Plano Parkway, Suite 131
Dallas TX 75075
Services:
Report No.: 963091
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 smuples.**
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)
2 1 5.5
2 2 5.5
2 3 5.5
2 4 5.5
DATE
TESTED
05/03/1996
05/03/1996
05/24/1996
05/24/1996
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996 BATCH TIME: N/A
TtME SnMPLED: 10:40 am BY: Dean Martin
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.9%
PLACEME/~ LOCATION:
Sunny and windy
74 F CONCRETE: 71 V
TICKET NO: N/A
UNIT WEIGHT (pcl): N/A
Paving, Alley A
SAMPLE LOCATION:
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 100650
7 114220
28
28
Station 2+50
COMPRESSIVE
STRENGTH
(~si)
356O
4040
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(i) Kauflinan & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am
Finished: 7:00 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.
r '11-
cONCRETE COMPRESSIVE STRENGTH TES I
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
04/26/1996
Report No.: 963091
48345000
Project No.: 43-1059-96
Kauffinan & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
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 samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PLANT: On-Site
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
Y' Max
3 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996 BATCH TIME: N/A
TIME SAMPLED: 12:25 pm BY: Dean Martin
WEATHER CONDITIONS:
TRUCK NO: N/A
AIR CONTENT (%): 3.6%
PLACEMENT LOCATION:
Sunny and windy
80 F CONCRETE: 74 g
TICKET NO: N/A
UNIT WEIGHT (pc0: N/A
Paving, Crosshaven Road
SAMPLE LOCATION: Station 1+70
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) Obs. force) (psi)
3 1 4.5 05/03/1996 7
3 2 4.5 05/03/1996 7
3 3 4.5 05/24/1996 28
3 4 4.5 05/24/1996 28
FRACTURE
TYPE
Note: Two cylinders were damaged at the jobsite, the contractor set up the
remaining two for 28 day breaks.
Technician: Dean Martin
Report Distribution:
(l) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. hasp.
Started: 6:30 am Finished: 7:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS This report is exclusively for the use of the client indicated above and shall not bo reprodueod except in full without the written approval of HBC Engin~-ning, Inc.
CONCRETE COMPRESSIVE STRENGTH TES'!
4747 Irving Blvd., Suite #206
Dalla_n, Texas 75247
Date of Service: 04/26/1996 Report No.: 963091
Client No.: 48345000
Project No.: 43-1059-96
Client:
Services:
Kauffman & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
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 samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
PL~NT: 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)
4 1 2.0
4 2 2.0
4 3 2.0
4 4 2.0
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996
TIMESAMPLEO: 12:52 pm BY: Dean Martin
W~THER CONDITIONS: Sunny and windy
TEMPERATURE (IV) - AIR 8 1 F CONCRETE: 75 F
TRUCK NO: N/A TICKET NO: N/A
AIR CONTENT (%): 3.6% UNIT WEIGHT (pet'): N/A
PLACEMENT LOCATION: Paving, Crosshavcn l~oad
SAMPLE LOCATION: Station 3+20
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
DATE
TESTED
05/03/1996
05/03/1996
05/24/1996
05/24/1996
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) Obs. force) (peO
7 106020 3750
7 107150 3790
28
28
BATCH TIME: N/A
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of LewisvillefBldg. Insp.
Started: 6:30 an~ Finished: 7:00 pm
H~ 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.
~, r 'fi1-
cONCRETE COMPRESSIVE STRENGTH TES I
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
04/26/1996
48345000
Report No.: 963091
Project No.: 43-1059-96
Project: Garden Oak Estates Phase IV
Kauffinan & 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 sanaples.**
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.
MEASURED
SLUMP
('mche~)
5 1 2.5
5 2 2.5
5 3 2.5
5 4 2.5
PROJECT DATA
CONCRETE C~ASS: 6 SK
PLACEMENT DATE: 04/26/1996 BATCH TIME: N/A
TIME SAMPLED: 1:38 pm BY: Dean Martin
WF, ATHER CONDITIONS: Sunny and windy
TEMPERATURE (F) - AIR 83 F CONCRETE: 77 F
TRUCK NO: N/A
AIR CONTENT (%): 3.8%
PLACEMENT LOCATION:
TICKET NO: N/A
UNIT WEIOHT (pcf): N/A
Paving, Crosshaven Road
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
05/03/1996 7 118740
05/03/1996 7 124960
05/24/1996 28
05/24/1996 28
Station 4+70
816
COMPRESSIVE
STRENGTH
4200
4420
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am Finished: 7:00 am
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
Da!!a% Texas 75247
Date of Service: 04/26/1996
Client No.: 48345000
Clienti
Services:
Kauffman & Broad of Texas, Inc.
c/o Midcrest Properties, Inc.
1721 W. Piano Parkway, Suite 131
Dallas TX 75075
Report No.: 963091
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:
Co~rr~,CTOR: Site Concrete
CONCRETE SUPPLIER: Site Concrete
pLA~r: 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)
6 1 1.5
6 2 1.5
6 3 1.5
6 4 1.5
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.5%
PLACEMENT LOCATION:
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996 BATCH TIME: N/A
TIME SnMPLED: 2:29 pm BY: Dean Martin
Sunny and windy
83 F CONCRETE: 75 F
TICRETNO: N/A
UNIT WEIGHT (PC0: N/A
Paving, Crosshaven Road
SAMPLE LOCATION:
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
05/03/1996 7 135430
05/03/1996 7 131470
05/24/1996 28
05/24/1996 28
COMPRESSIVE
STRENGTH
479O
4650
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(I) Kaufl'man & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am Finished: 7:00 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 thll without the written approval of HBC Engineering, Inc.
- r ma - 'r
CONCRETE COMPRESSIVE STRENGTH TEKI
4747 Irving Blvd., Suite 0206
D~IIn% Texns 75247
Date of Service:
Client No.:
Client:
Services:
04/26/1996 Report No.: 963091
48345000
Project No.: 43-1059-96
Kanf~nan & Broad of Texas, Inc. Project: Garden Oak Estates Phase IV
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 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.
MEASURED
SLUMP
(inches)
7 1 3.75
7 2 3.75
7 3 3.75
7 4 3.75
DATE
TESTED
05/03/1996
05/03/1996
05/24/1996
05/24/1996
PROJECT DATA
CONCRETE CLASS: 6 SK
PLACEMENT DATE: 04/26/1996
TIME SAMPLED: 3:56 pm BY: Dean Martin
WEATHER CONDrrIONS: Sunny and windy
TEMPERATURE (F) - AIR 82 F CONCRETE: 77 v
TRUC~NO: N/A TICI~T NO: N/A
AIR CONTENT (°,4): 3.7% UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION: Paving, Alley B
SAMPLE LOCATION: Station 2+15
ACCUMULATIVE YARDS: 816
REPORT OF TESTS
MAXIMUM
COMPRESSIVE
AGE LOAD STRENGTH
7 114220 4040
7 112520 3980
28
28
BATCH TIME: N/A
FRACTURE
TYPE
Technician: Dean'Martin
Report Distribution:
(1) Kauffman & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am
Finished: 7:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
01AS
This repoCt is exclusively fur tbe use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
., r 'r
CONCRETE COMPRESSIVE STRENGTH TESt!
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 04/26/1996
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.: 963091
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:
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)
8 1 2.25
8 2 2.25
8 3 2.25
8 4 2.25
DATE
TESTED
05/03/1996
05/03/1996
05/24/1996
05/24/1996
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 4:35 pm
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.6%
PLACEMENT LOCATION:
6 SK
04/26/1996
BATCH TIME: N/A
BY: Dean Martin
Sunny and windy
82 v CONCRETE: 77 V
TICKET NO: N/A
UNIT W~IGr~T (Va): N/A
Paving, Alley B
COMPRESSIVE
STRENGTH
(V~i)
4000
2920
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) Ohs. force)
7 113090
7 82560
28
28
Station 5+60
816
FRACTURE
TYPE
Technician: Dean Martin
Report Distribution:
(1) Kauffinan & Broad of Texas, Inc.
(1) City of Lewisville/Bldg. Insp.
Started: 6:30 am
Finished: 7:00 pm
Engineering, Inc.
Eugene Harbour
Vice President
()lAS
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.
~ r ~11' 'r