Stations	Stations	Stations	Stations
Sta 6566+77 to Sta 6612+61 Sta 6660+49 to Sta 6751+84 Sta 6781+90 to Sta 6810+83	Sta 6612+61 to Beg Bridge Sta 6635+51 End Bridge Sta 6637+29 to Sta 6660+49	Sta 6751+84 to Sta 6781+90 (Surv Sta 6751+84 to Surv Sta 6784+44)	Sta 6810+83 to Sta 6815+27.28 BK = Sta 6817+90.56 AHD to Sta 6822+25
Tangent	Curve	Tangent	Curve	Curve	Tangent
Material	Unit	Width (ft)	Quantity per Station	Width (ft)	Quantity per Station	Width (ft)	Quantity per Station	Width (ft)	Quantity per Station	Width (ft)	Quantity per Station	Width (ft)	Quantity per Station
Aggregate Base Course Cl 3M for Blending @ 1.5 Ton/CY+25%	Ton	54	161.6	54	174.6	54	97.3	54	125.6	36	86.6	54	177.2
Aggregate Base Course Cl 5 @ 1.5 Ton/CY+25%	Ton	---	---	---	---	---	---	---	---	54	61.6	---	---
Prime Coat @ 0.25 Gal/SY (top of Blended Material)	Gal	40	111.1	40	111.1	40	111.1	40	111.1	---	---	40	111.1
Prime Coat @ 0.35 Gal/SY (top of Aggregate Base Course Cl 5)	Gal	---	---	---	---	---	---	---	---	40	155.6	---	---
Blotter Material Cl 44 @ 15 lbs/SY	Ton	36	3.0	36	3.0	36	3.0	36	3.0	36	3.0	36	3.0
Tack Coat @ 0.05 Gal/SY (1st Lift)	Gal	36	20.0	36	20.0	36	20.0	36	20.0	36	20.0	36	20.0
Tack Coat @ 0.05 Gal/SY (2nd Lift)	Gal	34	18.9	34	18.9	34	18.9	34	18.9	34	18.9	34	18.9
Tack Coat @ 0.05 Gal/SY (3rd Lift)	Gal	32	17.8	32	17.8	32	17.8	32	17.8	32	17.8	32	17.8
Superpave FAA 45 @ 2 Ton/CY	Ton	30	92.6	30	92.6	30	92.6	30	92.7	30	92.7	30	92.6
PG 58S-28 Asphalt Cement @ 5.8% (Bottom Lifts)	Ton	3.22	3.22	3.22	3.22	3.22	3.22
PG 58H-34 Asphalt Cement @ 5.8% (Top 2” Lift)	Ton	2.15	2.15	2.15	2.15	2.15	2.15
Aggregate Cl 4 Aggregate Shoulder @ 1.5 Ton/CY+25%	Ton	5	5	10.3	10.3	4.7	5.7	11.0	12.2	5	5	10.3	10.3	4.7	5.6	10.8	12.4	4.7	5.7	10.8	12.4	5	5	10.3	10.3

HMA Cored Samples
A	B	C
Specification Section	Distance (Ft)÷1000	Lanes	Joints	Lifts	Quantity (A x B x C)	Quantity (1 per mile)	Unit
430.04 I.2.b(2), "Pavement Density Cores"	26**	2	N/A	3	156	N/A	EA
SSP 4 Longitudinal Joint Density in HMA Pavements (Centerline)	26**	N/A	1	3	78	N/A	EA
430.04 I.2.b(3),”Pavement Thickness Determination Cores"	N/A	5*	EA
Total	234	5*	EA

Permanent Pavement Marking
Location - Type	Basis	Quantity
Centerline – Preformed Patterned Pvmt MK 4 IN Line - Grooved	Centerline Skips 1,320 LF/mile Barrier Stripe 990 LF/mile	6,320 LF 4,740 LF
Edge Lines – Epoxy Pvmt MK 4 IN Line	10,560 LF/mile	50,572 LF
Hwy 200 Intersection
Centerline – Preformed Patterned Pvmt MK 4 IN Line - Grooved	Barrier Stripe	240 LF
Edge Lines – Epoxy Pvmt MK 4 IN Line	Edge Lines	130 LF
Epoxy Pvmt MK 8 IN Line	Turn Lane and Cross Hatch	354 LF
Traill County 16 Intersection
Centerline – Preformed Patterned Pvmt MK 4 IN Line – Grooved	Barrier Stripe	234 LF
Edge Lines – Epoxy Pvmt MK 4 IN Line	Edge Lines	120 LF

Short Term 4 IN Line-Type NR
Location	Basis	Quantity
Centerline – Top of Primed Surface	Centerline Skips 1,320 LF/mile Barrier Stripe 990 LF/mile	6,320 LF 4,740 LF
Centerline – Top of 1st Lift	Centerline Skips 1,320 LF/mile Barrier Stripe 990 LF/mile	6,320 LF 4,740 LF
Centerline – Top of 2nd Lift	Centerline Skips 1,320 LF/mile Barrier Stripe 990 LF/mile	6,320 LF 4,740 LF
Centerline – Top of 3rd Lift	Centerline Skips 1,320 LF/mile Barrier Stripe 990 LF/mile	6,320 LF 4,740 LF
Hwy 200 Intersection Traill County 16 Intersection	Barrier Stripe - 200 LF/application Barrier Stripe - 200 LF/application	800 LF 800 LF

*The “Pavement Thickness Determination Cores” are only required for roadways on the NHS System. If not on the NHS System, then enter “0” for the quantity of “Pavement Thickness Determination Cores”.

**Round to nearest whole number.

–Delete these red instructions and the red “**”s in the Coring Table.

Water

25 MGal/Mile for Dust Palliative

15 Gal/SY for Blended Base

20 Gal/Ton for Aggregates

10 Gal/CY for Embankment

Mailboxes

Station	Type	Work

6567+80 – LT	Single	Replace

6698+85 – LT	Single	Replace

Rumble Strips

Asphalt Shoulder	9.6 Miles

Asphalt Centerline	4.8 Miles

Intersection (ND 200)	1 Set