2010 Construction and Material Specifications - Ohio Department of ...

197
403.08
Table 403.08-1, but falls within the tolerances shown in Table 403.08-2, then the
Lot is considered reasonably acceptable and may remain in place with payment at
a reduced pay factor as show in Table 403.08-2.
If the Range of the Lot acceptance tests for asphalt binder content or for any
particular sieve, or sieves, exceeds the tolerance shown in Table 403.08-1, the
Department will apply a pay factor of 0.95.
TABLE 403.08-2 448 ACCEPTANCE SCHEDULE [1]
Mix
Property
Asphalt
Binder
Content
1/2 inch
(12.5 mm)
sieve
No. 4
(4.75 mm)
sieve
No. 8
(2.36 mm)
sieve
Pay 2
3
4
Factor Tests Tests Tests
1.00 0 to 0.47 0 to 0.36 0 to 0.30
0.98 0.48 to 0.54 0.37 to 0.42 0.31 to 0.35
0.90 0.55 to 0.61 0.43 to 0.48 0.36 to 0.40
0.80 0.62 to 0.68 0.49 to 0.54 0.41 to 0.45
0.60 0.69 to 0.75 0.55 to 0.59 0.46 to 0.50
[2] > 0.75 > 0.59 > 0.50
1.00 0 to 8.5 0 to 6.9 0 to 6.0
0.99 8.6 to 9.9 7.0 to 8.1 6.1 to 7.0
0.97 10.0 to 11.3 8.2 to 9.2 7.1 to 8.0
0.94 11.4 to 12.7 9.3 to 10.4 8.1 to 9.0
0.90 12.8 to 14.1 10.5 to 11.5 9.1 to 10.0
[3] > 14.1 > 11.5 > 10.0
1.00 0 to 7.1 0 to 5.8 0 to 5.0
0.99 7.2 to 8.5 5.9 to 6.9 5.1 to 6.0
0.97 8.6 to 9.9 7.0 to 8.1 6.1 to 7.0
0.94 10.0 to 11.3 8.2 to 9.2 7.1 to 8.0
0.90 11.4 to 12.7 9.3 to 10.4 8.1 to 9.0
[3] > 12.7 > 10.4 > 9.0
1.00 0 to 5.7 0 to 4.6 0 to 4.0
0.99 5.8 to 7.1 4.7 to 5.8 4.1 to 5.0
0.97 7.2 to 8.5 5.9 to 6.9 5.1 to 6.0
0.94 8.6 to 9.9 7.0 to 8.1 6.1 to 7.0
0.90 10.0 to 11.3 8.2 to 9.2 7.1 to 8.0
[3] > 11.3 > 9.2 > 8.0
[1] Based on mean of Lot Acceptance tests from the JMF.
[2] Remove and replace material
[3] Engineer will determine if the material may remain in place. Pay factor
for material allowed to remain in place is 0.70.