FDOT Final Estimates Level 2 Certification 2025 –
Complete Study Guide & Practice Test
A roadway is being constructed and has a Subsoil Excavation Quantity of 835 CY, a Regular Excavation
Quantity of 250 CY and an embankment Quantity of 1040 CY. Based upon this information, the Final
Quantity to be paid for embankment will be? - ANSWER ✔---1875 CY
As items in the feild are completed,within 30 days, you will need to have the supporting documentation
available to support the pay item in the? - ANSWER ✔---Plan Summary Boxes
Borrow Excavation is paid for as a? - ANSWER ✔---Final Measurement
Conduit could be? - ANSWER ✔---A) Open trench or Jack and Bore
B) Above ground and Bridge Mount
C) Bore under railroad
ALL OF THE ABOVE
Determine the adjusted plan quantity tonnage and the maximum tonnage that can be paid for
Miscllaneous Asphalt based on the current Specifications, which allows a maximum pay of 105% of the
adjusted plan quantity tons. ( pay to the appropriate accuracy)
Plan Quantity Area (SY) =700 SY ( no revisions)
, Plan Quantity Tons: 70.0 Tons based on 2" thick per specs
Adjusted PQ Tonnage Placed =75.2 Tons from report
Gmm fromSpecs = 2.540 and Target Spread Rate =220 Lbs/SY
Gmm from Mix 1: 2.522 and tonnage- weighted Gmm=2.55 Lbs/SY - ANSWER ✔---69.5 Tons and
max pay 73.0 Tons
Determine the final pay quantity for each project under one contract for the following plan Quantity
ietms, based on the current Specifications.
Project 1) Planned Quantity 3,000 LF, Planned errors = +98LF, Authorized change amount =+25LF
Project 2)Planned Quantity 2000 LF, Planned errors = +300LF, Authorized change amount = -45LF -
ANSWER ✔---Project 1) 3123 LF Project 2) 2255 LF
Determine the pay area (SY) and pay adjustment (SY) for Superpave Asphalt Base (Pay Item 285) based
on the information provided below. The maximum pay is not to exceed 105%? - ANSWER ✔---
Planned Qty 40,000
Thickness 6" - two layers 3" each
spread rate 43.3 x 2.540 x 6= 600lbs SY = 300 LBS/SYper layer
avg weighted Gmm = 2580
Actual Tonnage = 13607.4
ANSWERwer = pay area= 40,595 SY Pay Adjustment +595 SY
Determine the Total Volumes of original and final Subsoils: - ANSWER ✔---497+353=850
353+312=665 =1515 x100=151,500/54=2805
445+259=704
259+446=705=1409x100+140,900/54=2609.25
Earthwork Survey/ Cross Sections Waiver form is used on the following projects? - ANSWER ✔---A)
Milling and resurfacing projects where shoulder elevation does not change.
Complete Study Guide & Practice Test
A roadway is being constructed and has a Subsoil Excavation Quantity of 835 CY, a Regular Excavation
Quantity of 250 CY and an embankment Quantity of 1040 CY. Based upon this information, the Final
Quantity to be paid for embankment will be? - ANSWER ✔---1875 CY
As items in the feild are completed,within 30 days, you will need to have the supporting documentation
available to support the pay item in the? - ANSWER ✔---Plan Summary Boxes
Borrow Excavation is paid for as a? - ANSWER ✔---Final Measurement
Conduit could be? - ANSWER ✔---A) Open trench or Jack and Bore
B) Above ground and Bridge Mount
C) Bore under railroad
ALL OF THE ABOVE
Determine the adjusted plan quantity tonnage and the maximum tonnage that can be paid for
Miscllaneous Asphalt based on the current Specifications, which allows a maximum pay of 105% of the
adjusted plan quantity tons. ( pay to the appropriate accuracy)
Plan Quantity Area (SY) =700 SY ( no revisions)
, Plan Quantity Tons: 70.0 Tons based on 2" thick per specs
Adjusted PQ Tonnage Placed =75.2 Tons from report
Gmm fromSpecs = 2.540 and Target Spread Rate =220 Lbs/SY
Gmm from Mix 1: 2.522 and tonnage- weighted Gmm=2.55 Lbs/SY - ANSWER ✔---69.5 Tons and
max pay 73.0 Tons
Determine the final pay quantity for each project under one contract for the following plan Quantity
ietms, based on the current Specifications.
Project 1) Planned Quantity 3,000 LF, Planned errors = +98LF, Authorized change amount =+25LF
Project 2)Planned Quantity 2000 LF, Planned errors = +300LF, Authorized change amount = -45LF -
ANSWER ✔---Project 1) 3123 LF Project 2) 2255 LF
Determine the pay area (SY) and pay adjustment (SY) for Superpave Asphalt Base (Pay Item 285) based
on the information provided below. The maximum pay is not to exceed 105%? - ANSWER ✔---
Planned Qty 40,000
Thickness 6" - two layers 3" each
spread rate 43.3 x 2.540 x 6= 600lbs SY = 300 LBS/SYper layer
avg weighted Gmm = 2580
Actual Tonnage = 13607.4
ANSWERwer = pay area= 40,595 SY Pay Adjustment +595 SY
Determine the Total Volumes of original and final Subsoils: - ANSWER ✔---497+353=850
353+312=665 =1515 x100=151,500/54=2805
445+259=704
259+446=705=1409x100+140,900/54=2609.25
Earthwork Survey/ Cross Sections Waiver form is used on the following projects? - ANSWER ✔---A)
Milling and resurfacing projects where shoulder elevation does not change.
