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CHARACTERIZATION OF HMA AND FOAMED ASPHALT<br />
SUMMARY OF FOAMED ASPHALT MIX DESIGN PROPORTIONS<br />
AT VARIOUS PROJECT LOCATIONS<br />
GEORGIA<br />
LOCATION<br />
ASPHALT<br />
MATERIAL<br />
(%)<br />
EXISTING<br />
GRANULAR<br />
(%)<br />
MATERIAL<br />
ASPHALT<br />
CEMENT<br />
(67-22)<br />
(%)<br />
HYDRATED<br />
LIME<br />
ADDITION<br />
(%)<br />
ASPHALT<br />
MATERIAL<br />
(%)<br />
EXISTING<br />
GRANULAR<br />
(%)<br />
MIX<br />
ASPHALT<br />
CEMENT<br />
(67-22)<br />
(%)<br />
HYDRATED<br />
LIME<br />
ADDITION<br />
(%)<br />
TOTAL TOTAL<br />
ASPHALT MOISTURE<br />
CEMENT CONTENT<br />
CONTENT (%) [2]<br />
(%) [1]<br />
HOUZE WAY<br />
(SECTION A)<br />
HOUZE WAY<br />
(SECTION B)<br />
TRAMMEL<br />
ROAD<br />
JOTTEM<br />
DOWN ROAD<br />
MCGINNIS<br />
FERRY ROAD<br />
85.0 15.0 - - 83.1 14.7 2.2 - 6.73 6.3<br />
49.5 49.5 - 1.0 48.2 48.2 2.6 1.0 5.22 5.9<br />
75.0 25.0 - - 73.1 24.4 2.5 - 7.14 6.0<br />
74.5 24.5 - 1.0 73.0 24.0 2.0 1.0 6.72 6.5<br />
- - - - - - - - - -<br />
NOTES: 1. INCLUDING RESIDUAL PLUS ADDED.<br />
2. INCLUDING IN-SITU PLUS ADDED.
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