Rank	Project ID	Corridor Number	Road	From	To	Description	Phase	Major Type	Minor Type	Jurisdiction	RAW Score	Normalized Score	Length (mi.)	Existing ADT		Future ADT		Existing V/C Ratio		Future V/C Ratio		Regional Mobility		Mobility Impact		Incident Management		Safety		Cost Effectiveness		Community Impact		Critical Bridge
														Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score	Value	Score			AM	INT	ALT	WID	BRG	ITS
68	1014	6	Asher	University Ave.	Roosevelt Ave.	Reconstruct to four lanes divided, consolidate driveways*	ST	WID	AM	LR	16.4	71.9	1.48	29,400	2.2	26,200	1.7	1.17	2	1.04	2	II	1.5	Widening	3.0	Yes	3	0.00	0	83	0	ROW	1.0	No	0.0
9	7015	8	Broadway Bridge	At bridge	0	Replace/rehabilitate critical bridge	ST	BRG	0	LR	20.4	89.5	0.27	24,000	1.8	32,100	2.1	0.96	1	1.28	3	II	1.5	Bridge	2.0	Yes	3	0.00	0	4,650	0	None	3.0	Yes	3.0
112	1811	CS18	Camp Robinson Rd.	Remount Rd.	47th St.	Reconstruct to four lanes undivided with curb and gutter, sidewalks and bike lanes*	ST	WID	ALT	NLR	13.9	61.0	1.02	15,000	1.1	12,300	0.8	1.30	3	1.07	2	III	3	Widening	3.0	No	0	0.00	0	267	0	ROW	1.0	No	0.0
2	911	CS9	Camp Robinson Rd.	At 37th St., 34th Street, 33rd Street, I-40 EB ramp	0	Signal upgrade*	ST	ITS	0	NLR	22.7	99.6	0.23	24,000	1.8	13,400	0.9	2.30	3	1.28	3	III	3	ITS	2.0	Yes	3	0.00	0	17	3	None	3.0	No	0.0			0	0	0	0	0	0
28	913	CS9	Camp Robinson Rd.	37th St.	34th St.	Widen to four lanes undivided*	ST	WID	0	NLR	18.7	82.0	0.23	24,000	1.8	13,400	0.9	2.30	3	1.28	3	III	3	Widening	3.0	Yes	3	0.00	0	415	0	ROW	1.0	No	0.0
135	1423	0	Chenal Pkwy	At Rahling Rd.	0	Signalization and intersection improvements	MT	INT	0	LIT	12.2	53.5	1.96	14,000	1.0	3,800	0.2	0.47	0	0.13	0	III	3	Int.	3.0	No	0	0.00	0	14	3	ROW (Int)	2.0	No	0.0
88	1421	9	Chenal Pkwy	Hwy 10	S. of Taylor Loop Rd.	Pave and widen shoulders	MT	WID	0	LR	15.4	67.5	2.63	14,000	1.0	5,500	0.4	1.12	2	0.44	0	III	3	Widening	3.0	No	0	0.00	0	16	3	None	3.0	No	0.0
139	1422	9	Chenal Pkwy	Hwy 10	End one-way pair	Add bike path	MT	ALT	0	LR	11.9	52.2	7.97	17,800	1.3	9,500	0.6	0.73	0	0.39	0	III	3	Bike	1.0	No	0	0.00	0	19	3	None	3.0	No	0.0
139	1422	9	Chenal Pkwy	Hwy 10	End one-way pair	Add bike path	MT	ALT	0	LR	11.9	52.2	7.97	17,800	1.3	9,500	0.6	0.73	0	0.39	0	III	3	Bike	1.0	No	0	0.00	0	19	3	None	3.0	No	0.0
130	1431	9	Chenal Pkwy	Hwy 10	S. of Taylor Loop Rd.	Widen to four lanes divided	LT	INT	0	LR	12.4	54.4	2.63	14,000	1.0	5,500	0.4	1.12	2	0.44	0	III	3	Widening	3.0	No	0	0.00	0	271	0	None	3.0	No	0.0
107	1411	9	Chenal/Financial Center Pkwy	End one-way pair	Shackleford	Widen to six lanes; reconstruct to continuous median, driveway consolidation, intersection improvements at Markham and Bowman (concurrent with widening)*	ST	WID	INT	LR	14.2	62.3	1.80	31,000	2.3	37,400	2.4	1.03	2	1.24	2	II	1.5	Widening	3.0	No	0	0.00	0	84	0	ROW	1.0	No	0.0
34	1412	9	Chenal/Financial Center Pkwy	End one-way pair	Shackleford	Implement Advanced Traffic Control System*	ST	ITS	0	LR	18.2	79.8	1.80	31,000	2.3	37,400	2.4	1.03	2	1.24	2	II	1.5	ITS	2.0	No	0	0.00	0	4	3	None	3.0	No	0.0
117	1432	9	Chenal/Financial Center Pkwy	Corridor-wide	0	Add express bus service*	LT	ALT	0	LR	13.5	59.2	9.76	20,200	1.5	14,700	1.0	0.80	1	0.58	0	III	3	Transit	1.0	No	0	0.00	0	6	3	None	3.0	No	0.0
159	1232	2	Chicot	Mabelvale Cutoff	South Loop (proposed)	Widen to four lanes divided with curb and gutter, sidewalks	LT	WID	ALT	LR	9.2	40.4	1.88	7,500	0.6	9,800	0.6	0.60	0	0.78	1	III	3	Widening	3.0	No	0	0.00	0	328	0	ROW	1.0	No	0.0
133	1222	2	Chicot Rd.	Baseline Rd.	Mabelvale Cutoff	Add median	MT	AM	0	LR	12.3	53.9	1.02	19,000	1.4	14,200	0.9	0.69	0	0.51	0	III	3	Acc. Man.	2.0	No	0	0.00	0	10	3	Disrupt	2.0	No	0.0
154	1223	2	Chicot Rd.	Mabelvale Cutoff	Hogue Rd	Widen/add shoulders, straighten curves	MT	WID	0	LR/SAL	9.8	43.0	8.95	5,800	0.4	6,000	0.4	0.52	0	0.54	0	III	3	Widening	3.0	No	0	0.00	0	181	0	None	3.0	No	0.0
136	7023	8	Clinton Rd	Hwy 89	Camp Robinson S. entr.	Realign and pave (two lanes undivided with shoulders)	MT	WID	0	FAU/PUL	12.1	53.1	4.64	900	0.1	400	0.0	0.13	0	0.04	0	III	3	Widening	3.0	Yes	3	0.00	0	3,324	0	None	3.0	No	0.0
58	7024	8	Clinton Rd./Hwy 365	Camp Robinson S. entr.	North Belt	Widen shoulders	MT	WID	0	PUL	16.9	74.1	5.95	4,400	0.3	9,600	0.6	0.51	0	0.92	1	III	3	Widening	3.0	Yes	3	1.63	0	23	3	None	3.0	No	0.0
124	914	CS13	Congo Rd.	Longhills Rd.	I-30	Widen to 4L divided with curb and gutter, sidewalks*	ST	WID	ALT	BEN	12.8	56.1	0.75	13,000	1.0	11,800	0.8	1.24	2	1.13	2	III	3	Widening	3.0	No	0	0.00	0	288	0	ROW	1.0	No	0.0
73	915	CS13	Congo Rd.	Scott Rd.	Longhills Rd.	Add shoulders*	ST	WID	0	BEN	16.3	71.5	0.11	13,000	1.0	20,300	1.3	1.24	2	1.94	3	III	3	Widening	3.0	No	0	0.00	0	87	0	None	3.0	No	0.0
133	1015	6	Corridor-wide	0	0	Initiate fixed guideway transit study*	ST	ALT	0	BEN/BRY/LR	12.3	53.9	22.33	12,900	1.0	12,600	0.8	0.90	1	0.88	1	II	1.5	Transit	1.0	Yes	3	2.73	0	NA	0	None	3.0	No	0.0
93	1026	6	Corridor-wide	0	0	Implement express bus service from Benton to downtown Little Rock*	MT	ALT	0	BEN/BRY/LR	15.3	67.1	22.33	12,900	1.0	12,600	0.8	0.90	1	0.88	1	II	1.5	Transit	1.0	Yes	3	2.73	0	16	3	None	3.0	No	0.0
23	1413	9	Financial Center Pkwy	At Shackleford	0	Grade separation/interchange reconfiguration study*	ST	INT	0	LR	18.9	82.9	0.54	38,000	2.8	40,100	2.6	1.26	3	1.33	3	II	1.5	Widening	3.0	No	0	0.00	0	NA	0	None	3.0	No	0.0
109	1311	5	Hwy 10	Taylor Loop Rd.	I-430	Widen to six lanes divided*	ST	WID	0	LR	14.0	61.4	3.01	26,200	1.9	32,000	2.1	0.93	1	1.14	2	III	3	Widening	3.0	No	0	2.52	0	99	0	ROW	1.0	No	0.0
85	1312	5	Hwy 10	I-430	University Ave.	Add median/widen to four lanes divided, consolidate driveways*	ST	WID	AM	LR	15.5	68.0	3.21	30,200	2.2	27,600	1.8	1.12	2	1.03	2	II	1.5	Widening	3.0	No	0	8.97	2	80	0	ROW	1.0	No	0.0
14	1313	5	Hwy 10	At Rodney Parham Rd.	0	Intersection improvements (TBD)	ST	INT	0	LR	20.2	88.6	0.91	35,800	2.6	39,900	2.6	1.23	2	1.38	3	III	3	Int.	3.0	No	0	2.48	0	50	2	ROW (Int)	2.0	No	0.0
14	1314	5	Hwy 10	At I-430	0	Intersection improvements (TBD)	ST	INT	0	LR	20.2	88.6	1.42	31,600	2.3	28,600	1.9	1.18	2	1.06	2	III	3	Int.	3.0	No	0	5.22	1	27	3	ROW (Int)	2.0	No	0.0
42	1315	5	Hwy 10	At Mississippi St.	0	Intersection improvements (TBD)	ST	INT	0	LR	17.7	77.6	1.80	32,300	2.4	27,600	1.8	1.17	2	1.00	1	II	1.5	Int.	3.0	No	0	9.23	3	32	3	ROW & Bldg.	0.0	No	0.0
95	1316	5	Hwy 10