(Rapid-Curing Type)
ASTM D 2397
(2002) Cationic Emulsified Asphalt
ASTM D 2995
(1999; R 2004) Determining Application
Rate of Bituminous Distributors
ASTM D 3381
(1992; R 1999) Viscosity-Graded Asphalt
Cement for Use in Pavement Construction
ASTM D 4791
(1999) Flat Particles, Elongated
Particles, or Flat and Elongated Particles
in Coarse Aggregate
ASTM D 490
(1992; R 2001) Road Tar
ASTM D 633
(1997; R 2001) Volume Correction Table for
Road Tar
ASTM D 75
(2003) Sampling Aggregates
ASTM D 946
(1982; R 1999) Penetration-Graded Asphalt
Cement for Use in Pavement Construction
ASTM D 977
(2003) Emulsified Asphalt
U.S. DEPARTMENT OF TRANSPORTATION (DOT)
DOT D-6.1
(2000) Manual of Uniform Traffic Control
Devices
1.2
MEASUREMENT FOR PAYMENT
**************************************************************************
NOTE: Delete this paragraph when lump sum bidding
is used.
**************************************************************************
The bituminous material and aggregate to be paid for shall be the measured
quantities used in the accepted work, provided that the measured quantities
are not more than 10 percent over the specified application rate. Any
amount of bituminous material and aggregate more than 10 percent over the
specified application rate for each application will be deducted from the
measured quantities except for irregular areas where hand spraying of the
bituminous material and hand spreading of the aggregate is necessary.
1.2.1
Bituminous Material Measurement Methods
**************************************************************************
NOTE: When the bituminous material is measured in
liters (gallons), the appropriate ASTM method will
be retained for the type of bituminous material
specified.
**************************************************************************
The amount of bituminous material to be paid for will be measured in [
metric tons tons, 2000 pound] [liters at 15.6 degrees C gallons at 60
degrees F]. Volumes measured at temperatures other than 15.6 degrees C 60
degrees F shall be corrected in accordance with [ASTM D 633] [ASTM D 1250]
SECTION 02785
Page 5
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