PA9901-LR130531 ■
FUGRO CONSULTANTS,INC r._
IGRQ 2880 Virgo Lane, Dallas,Texas 75229 ! l ,
Phone:(972)484-8301 FAX (972)620-7328 �„
CYLINDER COMPRESSIVE STRENGTH REPORT
Project Information
ell Biodiversity PROJECT NO 044013-2020
PROJECT: Copp l ty REPORT DATE: 05/31/13
CLIENT: Northstar Builders Placement Information
WEATHER: ClOUdy
TECHNICIAN: John Heim 3 000 at 28 days
PLACEMENT DATE: 05/02/13 SPEC.STRENGTH,psi:
. Concrete Supplier Information,
MIX DESIGN NO: 8204
CONCRETE SUPPLIER: TXI • Concrete Field Data
SAMPLE LOCATION: Grade beam: 15'9,20'W of NE corner of building
FIELD TEST RESULTS
SAMPLE INFORMATION ASTM TEST
PLANT NO: • 143 TEST SPECIFIED LIMITS
3031 • METHOD RESULTS
TRUCK NO:
• TICKET NO 1694505 SLUMP,In: C 143 7" 3 to 5
3
TIME BATCHED: 4:22. AIR CONTENT,V.: C 173 or 231 50 -
TIME SAMPLED: 5:35 AMBIENT TEMPERATURE 70 50 to 95
TRUCK QUANTITY,Cu.yds: 59 CONCRETE TEMP(Fe): C 1064
WATER ADDED,gals: 0 UNIT WEIGHT,pcf: C 13S
—�— Compressive Stren�c t_h Results C 39
TOTAL COMPRESSIVE BREAK
CYLINDER days DIAMETER, AREA,sq.in. LOAD,lbs. STRENGTH,psi TYPE('I
MARK days
DATETESTEO In. HEIGHT,tn.
CBD-2A 7 05/09/13 6.00 . 12.00 ' 28.27 94,990 ' 3,360 3 28 27 132,400 4,680 3
CBD-2B. 28 05/30/13 6.00. 12.00 •
28.27 120,230 4,250 3
C1313-2C 28 05/30/13
CBD-20 Hold 6.00 12.00 28.27 • ®5 ®® ®
z
REMARKS: *-Bolded items indicate test results are outside specified limits ("Type ofFr€cturo ®2
YY CROSS-SECTIONAL IB C ( PORTIONS SPG CONTAINED REPORT N �D
BOTHERS(3))S ECIM CURED IN LABORATORY IN GENERAL ACCORDANCE DIMENSIONS
WITH THE SPECIFYING AE CY'SAPPLICAB APPLICABLE METHOD E OTHERWISE NOTED
CONCRETE CYLINDERS TESTED USING UNBOWED CAPS IN GENERAL ACCORDANCE WITH ASTM C 1281 UNLESS OTHERWISE NOTED(5)SAMPLES.ODTAINED N GENERAL
ACCORDANCE WITH SPECIFYING AGO Crs APPLICABLE METHOD WHERE PRACTICABLE.
COPIES:
FUGRO CONSULTANTS,INC
TBPE Firm Registration No.F-299
•
�44111'...'4°.
• .
David A. Belcher, P.E.
The results-shown on this report aroarfor Ih•s exclusive
l)BIdentical O m o ont for use Cf ey were btolne Beend a pl only to BMe sampl R tested acdl or observed. They
eere
t mt I tendod to bo IndlmWO of the••
•
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FUGRO CONSULTANTS, INC ' EIGNE0
2880 Virgo Lane, Dallas,Texas 75229 I �_ _
issi
Phone: (972)4848301 FAX: (972)620-7328
CYLINDER COMPRESSIVE STRENGTH REPORT
Prolect Information
PROJECT: Coppell Biodiversity PROJECT NO: 044013-2020
CLIENT: Northstar Builders REPORT DATE: 05/31/13
Placement Information
TECHNICIAN: John Heim WEATHER: Cloudy
PLACEMENT DATE: 05/02/13 SPEC.STRENGTH,psi:.• 3,000 at 28 days
Concrete Supplier Information
•
CONCRETE SUPPLIER: TXI MIX DESIGN NO: 8204
• Concrete Field Data• .
SAMPLE LOCATION: Grade beam: 15' E of SW corner of building
SAMPLE INFORMATION FIELD TEST RESULTS
PLANT NO: 143 TEST ASTM TEST
SPECIFIED LIMITS
TRUCK NO: 3018 METHOD RESULTS
TICKET NO: 1694226 SLUMP,in: C 143 7* 3 to 5
TIME BATCHED: 1:17 AIR CONTENT,%: C 173 or 231 Max 3
TIME.SAMPLED: '2:00 AMBIENT TEMPERATU -- 57 - —
TRUCK QUANTITY,cu.yds: 10 CONCRETE TEMP(F°): C 1064 65 50 to 95
WATER ADDED,gals: 0 UNIT WEIGHT,pcf: C 138 --
• Comp ressive.Strenoth Results IC 39)
CYLINDER AGE, DIAMETER, TOTAL COMPRESSIVE BREAK
MARK days DATE TESTED in. HEIGHT,in. AREA,sq,in. LOAD: lbs. STRENGTH,psi TYPE°,
CBD-1A 7 05/09/13 6.00 12.00 28.27 97,740 3,460 3
CBD-1 B 28 05/30/13 6.00 12.00 28.27 . 130,690 4,620 3
CBD-1C 28 05/30/13 6.00 12.00 28.27 135,260 4,780 3
CBD-1D Hold 6.00 12.00 28.27
REMARKS: *-Bolded items indicate test results are outside specified limits ,n Protium ®E �®
p Type of FEl DO
a s e
NOTES:(7)CROSS-SECTIONAL AREA IS BASED ON THE INDICATED DIMENSIONS(2)PORTIONS oP THE INFORMATION CONTAINED wrrHlN THIS REPORT HAVE BEEN FURNISHED
BY OTHERS(3)SPECIMENS CURED IN LABORATORY IN GENERAL ACCORDANCE WITH THE SPECIFYING AGENCY'S APPLICABLE METHOD UNLESS OTHERWISE NOTED(S)
• CONCRETE CYLINDERS TESTED USING UNBONDED CAPS IN GENERAL ACCORDANCE WITH ASTM C 1281 UNLESS OTHERWISE NOTED(6)SAMPLES OBTAINED IN GENERAL
ACCORDANCE Wm-I SPECIFYING AGENCY'S APPLICABLE METHOD WHERE PRACTICABLE.
COPIES:
' FUGRO CONSULTANTS,INC
TBPE Firm Registration No.F-299
•
Q61
David A. Belcher, P.E.
The results shown on this report are for the exoltelve use of alo client for whom they were obtained end apply only to the samples leeted andlor observed.Thoy ere not intortded to be Int¢cotive 01 the
quellliee of epperently Wankel products,The uee of our r' e raw f delve•iorwrltten e•.royal. --.erte must be re•rodoeed In tho rentlret•
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