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FDOT ASPHALT PAVING LEVEL 1 EXAM NEWEST ACTUAL EXAM COMPLETE QUESTIONS AND CORRECT DETAILED ANSWERS (VERIFIED ANSWERS) |ALREADY GRADED A+ FDOT ASPHALT PAVING LEVEL 1 After placing the simple level on the pavement then you - answer>>>Raise the dow$17.99
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FDOT ASPHALT PAVING LEVEL 1 EXAM NEWEST ACTUAL EXAM COMPLETE QUESTIONS AND CORRECT DETAILED ANSWERS (VERIFIED ANSWERS) |ALREADY GRADED A+ FDOT ASPHALT PAVING LEVEL 1 After placing the simple level on the pavement then you - answer>>>Raise the dow
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Course
FDOT ASPHALT
Institution
FDOT ASPHALT
FDOT ASPHALT PAVING LEVEL 1 EXAM NEWEST
ACTUAL EXAM COMPLETE QUESTIONS AND
CORRECT DETAILED ANSWERS (VERIFIED
ANSWERS) |ALREADY GRADED A+
FDOT ASPHALT PAVING LEVEL 1
After placing the simple level on the pavement then you -
answer>>>Raise the down end of the level until it is level
...
FDOT ASPHALT PAVING LEVEL 1 EXAM NEWEST
ACTUAL EXAM COMPLETE QUESTIONS AND
CORRECT DETAILED ANSWERS (VERIFIED
ANSWERS) |ALREADY GRADED A+
FDOT ASPHALT PAVING LEVEL 1
After placing the simple level on the pavement then you -
answer>>>Raise the down end of the level until it is level
(bubble center)
After the simple level is lifted until it is level you measure
what - answer>>>The length of the simple level and the
height between the (previously down) end of the level to
the pavement
After you have finished coring the road you should do
what to the sample core - answer>>>Remove sample
immediately to create minimal disturbance
Application rate for open graded mixed -
answer>>>OGFC(open graded friction course FC-5):
0.045 gal/yd^2
Application rate of tack for close graded mixes -
answer>>>Normal: 0.02-0.08 gal/yd^2
Must apply temperature correction factor
, Asphalt Temperature Heat and Cold - answer>>>Too hot
cooks asphalt
Too cold can't compact
Asphalt Temperature Master Range - answer>>>+-30;
reject loads outside
Base, Structural, or dense graded friction -
answer>>>0.03 minimum gal/syd on new constructed
0.06 gal/Syd milled surface
0.08 gal/Syd concrete
Binders - answer>>>Not PG 62-22
Bulk Specific Gravity formula - answer>>>dry / SSD -
water weight = BSG
Calculating HMA placement yield for what reasons -
answer>>>Structural design thickness
Adjusting cross-slope and grade
Calculate periodically and at the end of the day
Calibration chart for distributor of tack - answer>>>Must
be done by a reliable and recognized firm
Chart provided to engineer prior to use
Know the temperature of asphalt cement being used for
Tack coat
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