TABLE III.
PERCENT PAYMENT BASED ON MEAN ABSOLUTE DEVIATION
OF AGGREGATE GRADATIONS FROM JMF
Percent Payment Based On
Mean Absolute Deviation From JMF
Sieve
0.0-
1.1-
2.1-
3.1-
4.1-
5.1-
Above
Size
1.0
2.0
3.0
4.0
5.0
6.0
6.0
_____
___
___
___
___
___
___
_____
3/4
inch
100
100
100
100
98
95
90
1/2
inch
100
100
100
100
98
95
90
3/8
inch
100
100
100
100
98
95
90
No.
4
100
100
100
100
98
95
90
No.
8
100
100
100
98
95
90
reject
No.
30
100
100
100
98
95
90
reject
No.
200
100
98
90
reject
reject
reject
reject
3.10.2
Asphalt Content
The mean of the absolute deviations of the four asphalt contents (one from
each sublot) from that of the JMF will be evaluated and compared with TABLE
IV. The computed percent payment based on asphalt content will be the
value obtained from TABLE IV. All Asphalt content tests will be completed
and reported within 24 hours after completion of construction of each lot.
TABLE IV.
PERCENT PAYMENT BASED ON ASPHALT CONTENT
Mean Absolute Deviation
of Extracted Asphalt
Percent
Contents from JMF
Payment
_________________
_______
0.30
100
0.31-0.35
98
0.36-0.40
95
0.41-0.50
90
Above 0.50
reject
3.10.3
Surface Smoothness
**************************************************************************
NOTE: Text in the first set of brackets will be
deleted for the construction of roads, and the text
in the second set of brackets will be used.
Designer will delete requirements in TABLE V which
are not applicable to the project.
**************************************************************************
[After completion of rolling a lot, the finished surface will be tested by
the Contracting Officer with a straightedge. Measurements will be made
perpendicular to and across all joints at equal distances along the joint
not to exceed 8 meters 25 feet. The location and amount of deviation from
straightedge for all measurements will be recorded. When more than 5
percent of all measurements along the joints or along the mat within a lot
exceed the specified tolerance given in Table V, the computed percent
payment for that entire lot shall not exceed 95 percent. Any joint or
SECTION 02747
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