SCHEDULE VI. RESTRICTIONS ON CULVERTS.

   (A)   Priority list.

      (1)   MBE C6A.4.4.2.2: HS20 may be substituted in place of the three legal trucks for load rating purposes.

      (2)   MBE 6A.4.4.4 Rating in Tons: RT = RF*W.

      (3)   MBE Eqn. 6A.8.3-1 Safe Posting Load.

		Tons
Structure	Safe Posting	Lowest Safe Posting
JE017	6	7
CL030	8	10
MA030	8	10
WO002	8	11
JE020	10	12
CE032	10	13
UN015	11	14
PE001	13	16
JE016	13	16
MA033	12	17
JA027	14	18
WO016	15	18
CL036	14	19
JA005	14	19
WO003	14	19
SC020	15	19

 

   (B)   Locations.

1	JE017	Broshar Ditch	900 W	0.1 mi. S of 100 S
2	CL030	Field Ditch	400 E	300 ft. N of 750 N
3	MA030	Hinshaw Ditch	750 N	0.9 mi. E of 1000 E
4	WO002	Tributary to Jackson Run	300 S	Between 780 E and 800 E
5	JE020	Walnut Fork Sugar Creek	50 S	0.2 mi. E of SR 75
6	CE032	Storms Ditch	375 N	0.1 mi. W of SR 39
7	UN015	Tributary to Jackson Run	300 S	0.3 mi. E of 800 E
8	PE001	Tributary to Belt Ditch	500 S	0.2 mi. E of 100 E (John Bart I)
9	JE016	Broshar Ditch	200 S	0.1 mi. E of SR 75
10	MA033	Mount’s Run	750 E	0.8 mi. S of 400 N
11	JA027	Tributary to Eel River Ditch	Middle Jamestown Road	Just West of 600 W
12	WO016	D Neese Ditch	100 S	0.1 m. W of 600 E
13	CL036	Waddle Ditch	440 N	0.6 mi. W of Elm Swamp Rd.
14	JA005	J Service Ditch	650 W	0.3 mi. S of 200 S
15	WO003	Tributary to Jackson Run	780 E	0.1 mi. N of 300 S
16	SC020	Tributary to Woody Ditch	450 N	0.3 mi. E of 1200 W

 

(Ord. 2020-05, passed 8-3-2020)