metric tons tons, (2000 pounds)] [the number of liters gallons of material
used in the accepted work, corrected to liters gallons at 15.6 degrees C 60
degrees F in accordance with [ASTM D 633] [ASTM D 1250, using a coefficient
of expansion of 0.00045 per degree C 0.00025 per degree F for asphalt
emulsion]].
1.2.2
Aggregate
The amount of aggregate paid for will be the number of [metric tons tons
(2000 pounds)] [cubic meters cubic yards] of aggregate placed and accepted
in the completed work or placed in authorized stockpiles.
1.2.3
Quantity Limits
**************************************************************************
NOTE: Only the appropriate application rates
consistent with the gradations of paragraph "Mineral
Aggregate" will be retained.
**************************************************************************
The bituminous material and aggregate shall be spread within the quantity
limits shown below; bids shall be based on the mean of the values in the
tables. The individual quantities of bituminous material and aggregate may
be varied to meet specific field conditions at all times during progress of
the work, as directed, without adjustments to contract unit prices.
Aggregate weights shown are for aggregates having a specific gravity of
2.65. If the specific gravity of the aggregate used is other than 2.65,
appropriate adjustments shall be made in number of kilograms pounds
required to ensure a constant volume of aggregate per square meter yard of
treatment.
QUANTITIES (PER SQUARE METER
[FOR SINGLE SURFACE TREATMENT]
Bituminous
Material
Aggregate
No.
(Liter)
(Kilograms)
__________
____________
_______________
1
1.10-1.70
15-22
2
0.50-1.10
9-15
3
0.30-0.70
6-11
QUANTITIES (PER SQUARE YARD
[FOR SINGLE SURFACE TREATMENT]
Bituminous
Material
Aggregate
No.
(Liter)
(Kilograms)
__________
____________
_______________
1
0.30-0.45
35-50
2
0.15-0.30
20-35
3
0.10-0.20
15-25
SECTION 02745
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