Table 4.2-1. Congested roadway segments
|
Roadway |
No of Lanes |
Volume(AADT) |
Volume/Capacity(LOS) |
|||||||
|
1997 |
2020 |
1997 |
2020 |
Increase |
1997 |
2020 |
%Chg. |
|||
|
I-76 (Schuylkill Expressway) Eastbound |
||||||||||
|
Arch to I-676 |
2 |
2 |
45,400 |
47,200 |
+3.96% |
0.98(E) |
1.02(F) |
+4 |
||
|
Route 1 to City Line Avenue |
3 |
3 |
63,500 |
69,500 |
+9.45% |
0.91(E) |
0.99(E) |
+8 |
||
|
City Line Avenue to Green Lane |
2 |
2 |
40,200 |
44,700 |
+11.19% |
0.90(E) |
1.00(E) |
+10 |
||
|
Green Lane to Hollow Road |
2 |
2 |
43,500 |
46,800 |
+7.59% |
0.98(E) |
1.06(F) |
+8 |
||
|
Hollow Road to Conshohocken Curve |
2 |
2 |
36,800 |
40,200 |
+9.24% |
0.86(E) |
0.94(E) |
+8 |
||
|
Conshohocken Curve to Fayette Street |
2 |
2 |
36,900 |
41,200 |
+!1.65% |
0.83(D) |
0.93(E) |
+10 |
||
|
I-476 to Interchange 29 |
2 |
3 |
38,000 |
61,000 |
+60.53% |
0.86(E) |
0.88(E) |
+2 |
||
|
Interchange 29 to Gulph Mills |
2 |
3 |
41,200 |
66,900 |
+62.38% |
0.93(E) |
0.97(E) |
+4 |
||
|
Gulph Mills to US 202 |
2 |
3 |
40,600 |
65,600 |
+61.58% |
0.92(E) |
0.95(E) |
+3 |
||
|
Tollgates to I-276 |
2 |
2 |
16,700 |
19,700 |
+17.96% |
1.32(F) |
1.56(F) |
+24 |
||
|
I-76 (Schuylkill Expressway) Westbound |
||||||||||
|
Arch to I-676 |
2 |
2 |
46,600 |
48,700 |
+4.51% |
1.01(F) |
1.05(F) |
+4 |
||
|
Route 1 to City Line Avenue |
3 |
3 |
63,500 |
67,300 |
+5.98% |
0.91(E) |
0.97(E) |
+6 |
||
|
City Line Avenue to Green Lane |
2 |
2 |
40,600 |
45,500 |
+12.07% |
0.91(E) |
1.02(F) |
+11 |
||
|
Green Lane to Hollow Road |
2 |
2 |
43,700 |
47,700 |
+9.15% |
0.99(E) |
1.08(F) |
+9 |
||
|
Hollow Road to Conshohocken Curve |
2 |
2 |
37,700 |
41,700 |
+10.61% |
0.88(E) |
0.97(E) |
+9 |
||
|
Conshohocken Curve to Fayette Street |
2 |
2 |
37,800 |
42,700 |
+12.96% |
0.85(E) |
0.96(E) |
+11 |
||
|
I-476 to Interchange 29 |
2 |
3 |
40,700 |
66,100 |
+62.41% |
0.92(E) |
0.96(E) |
+4 |
||
|
Interchange 29 to Gulph Mills |
2 |
3 |
44,400 |
71,800 |
+61.71% |
1.01(F) |
1.04(F) |
+3 |
||
|
Gulph Mills to Henderson Road |
2 |
3 |
38,500 |
64,400 |
+67.27% |
0.87(E) |
0.93(E) |
+6 |
||
|
Henderson Road to US 202 |
2 |
3 |
40,600 |
61,400 |
+51.23% |
0.92(E) |
0.89(E) |
-3 |
||
|
Tollgates to I-276 |
2 |
2 |
16,800 |
19,900 |
+18.45% |
1.33(F) |
1.57(F) |
+24 |
||
|
US 422 Eastbound |
||||||||||
|
US 202 to Allendale Road |
2 |
3 |
24,000 |
39,400 |
+64.17% |
1.22(F) |
1.29(F) |
+7 |
||
|
Route 23 to Trooper Road |
2 |
3 |
47,500 |
65,700 |
+38.32% |
1.08(F) |
0.95(E) |
-13 |
||
|
Trooper Road to Pawlings Road |
2 |
2 |
27,000 |
42,400 |
+57.04% |
0.61(C) |
0.96(E) |
+35 |
||
|
Pawlings Road to Egypt Road |
2 |
2 |
27,000 |
42,400 |
+57.04% |
0.63(C) |
0.99(E) |
+36 |
||
|
Egypt Road to Route 29 |
2 |
2 |
28,100 |
40,100 |
+42.70% |
0.55(C) |
0.94(E) |
+39 |
||
|
Ridge Pike to Firestone Boulevard |
2 |
2 |
15,400 |
19,900 |
+29.22% |
0.78(C) |
1.01(F) |
+23 |
||
|
US 422 Westbound |
||||||||||
|
US 202 to Allendale Road |
2 |
3 |
25,200 |
38,500 |
+52.78% |
1.29(F) |
1.26(F) |
-3 |
||
|
Route 23 to Trooper Road |
2 |
3 |
47,500 |
65,100 |
+37.05% |
1.08(F) |
0.94(E) |
-14 |
||
|
Trooper Road to Pawlings Road |
2 |
2 |
27,200 |
42,500 |
+56.25% |
0.62(C) |
0.96(E) |
+34 |
||
|
Pawlings Road to Egypt Road |
2 |
2 |
27,200 |
42,500 |
+56.25% |
0.63(C) |
0.99(E) |
+36 |
||
|
Egypt Road to Route 29 |
2 |
2 |
28,600 |
40,900 |
+43.01% |
0.57(C) |
0.95(E) |
+38 |
||
|
Ridge Pike to Firestone Boulevard |
2 |
2 |
15,200 |
18,400 |
+21.05% |
0.77(D) |
0.94(E) |
+17 |
||
|
US 202 Northbound |
||||||||||
|
Main Street (Norristown) to Route 23 (Markley St.) |
2 |
2 |
22,800 |
26,700 |
+17.11% |
1.14 |
1.33 |
+19 |
||
|
Main Street (Norristown) to Route 23 (DeKalb St.) |
2 |
2 |
20,500 |
25,100 |
+22.44% |
1.09 |
1.34 |
+25 |
||
|
Route 23 to Ford Street (Markley St.) |
2 |
2 |
20,000 |
23,600 |
+18.00% |
1.02 |
1.20 |
+18 |
||
|
Route 23 to 4th Street (DeKalb St.) |
1 |
1 |
11,200 |
12,500 |
+11.61% |
1.19 |
1.34 |
+15 |
||
|
4th Street to Ford Street (DeKalb St.) |
1 |
1 |
10,700 |
12,300 |
+14.95% |
1.01 |
1.16 |
+15 |
||
|
Ford Street to Henderson Road |
3 |
3 |
28,200 |
33,400 |
+18.44% |
0.85 |
1.01 |
+16 |
||
|
I-276 to Allendale Road |
2 |
2 |
23,900 |
25,200 |
+5.44% |
1.12 |
1.19 |
+7 |
||
|
Mall Boulevard to Gulph Road |
2 |
2 |
26,500 |
31,000 |
+16.98% |
1.14 |
1.32 |
+18 |
||
|
Gulph Road to I-76 |
2 |
2 |
20,800 |
22,800 |
+9.62% |
0.89(E) |
0.97(E) |
+8 |
||
|
I-76 to US 422 |
2 |
3 |
48,100 |
75,100 |
+56.13% |
1.09(F) |
1.09(F) |
0 |
||
|
US 202 Southbound |
||||||||||
|
Main Street (Norristown) to Route 23 (Markley St.) |
2 |
2 |
24,800 |
28,300 |
+14.11% |
1.24 |
1.41 |
+17 |
||
|
Main Street (Norristown) to Route 23 (DeKalb St.) |
2 |
2 |
16,600 |
19,300 |
+16.27% |
0.89 |
1.03 |
+14 |
||
|
Route 23 to Ford Street (Markley St.) |
2 |
2 |
20,400 |
22,300 |
+9.31% |
1.04 |
1.14 |
+10 |
||
|
Route 23 to 4th Street (DeKalb St.) |
1 |
1 |
9,900 |
8,900 |
-10.10% |
1.06 |
0.95 |
-11 |
||
|
4th Street to Ford Street (DeKalb St.) |
1 |
1 |
10,000 |
10,400 |
+4.00% |
0.94 |
0.98 |
+4 |
||
|
Ford Street to Henderson Road |
3 |
3 |
27,200 |
29,000 |
+6.62% |
0.82 |
0.87 |
+5 |
||
|
I-276 to Allendale Road |
2 |
2 |
23,100 |
24,100 |
+4.33% |
1.09 |
1.14 |
+5 |
||
|
Mall Boulevard to Gulph Road |
2 |
2 |
26,300 |
30,000 |
+14.07% |
1.12 |
1.28 |
+16 |
||
|
Gulph Road to I-76 |
2 |
2 |
21,400 |
23,800 |
+11.21% |
0.91(E) |
1.01(F) |
+10 |
||
|
I-76 to US 422 |
2 |
3 |
60,100 |
86,100 |
+43.26% |
1.10(F) |
1.14(F) |
+4 |
||
|
Route 23 Eastbound |
||||||||||
|
Ford Street (Bridgeport) to DeKalb Street |
1 |
1 |
5,700 |
6,200 |
+8.77% |
0.98 |
1.06 |
+8 |
||
|
DeKalb to US 202 N |
1 |
1 |
6,500 |
7,000 |
+7.69% |
1.12 |
1.20 |
+8 |
||
|
US 202 N to US 202 S |
1 |
1 |
7,600 |
9,000 |
+18.42% |
1.30 |
1.55 |
+25 |
||
|
US 202 S to Schuylkill River Road |
1 |
1 |
6,600 |
8,600 |
+30.30% |
0.66 |
0.86 |
+20 |
||
|
Hansen Road to Caley Road |
1 |
1 |
6,900 |
6,400 |
-7.25% |
1.03 |
0.88 |
-15 |
||
|
Beidler Road to Moore Road |
1 |
1 |
5,900 |
8,800 |
+49.15% |
0.89 |
1.20 |
+31 |
||
|
Moore Road to US 422 |
2 |
2 |
14,900 |
18,100 |
+21.48% |
1.12 |
1.23 |
+11 |
||
|
US 422 to Route 363 |
2 |
2 |
11,700 |
12,400 |
+5.98% |
0.87 |
0.84 |
-3 |
||
|
Pawlings Road to Pickering Creek Reservoir |
1 |
1 |
11,100 |
14,400 |
+29.73% |
0.94 |
1.02 |
+8 |
||
|
Pickering Creek Reservoir to White Horse Road |
1 |
1 |
10,700 |
14,000 |
+30.84% |
0.91 |
0.99 |
+8 |
||
|
White Horse Road to Starr Street |
1 |
1 |
10,800 |
14,900 |
+37.96% |
1.02 |
1.16 |
+14 |
||
|
Route 29 to Gay Street |
1 |
1 |
8,400 |
11,500 |
+36.90% |
0.89 |
1.02 |
+13 |
||
|
Gay Street to Route 113 |
1 |
1 |
8,200 |
11,800 |
+43.90% |
0.87 |
1.04 |
+17 |
||
|
Route 113 @ W. Bridge Street to Route 113 @ Mason Street |
1 |
1 |
9,400 |
12,600 |
+34.04% |
0.89 |
0.98 |
+9 |
||
|
Township Line Road to Mowere Road |
1 |
1 |
9,500 |
12,100 |
+27.37% |
0.89 |
1.04 |
+15 |
||
|
Route 23 Westbound |
||||||||||
|
Ford Street (Bridgeport) to DeKalb Street |
1 |
1 |
6,700 |
7,600 |
+13.43% |
1.15 |
1.31 |
+16 |
||
|
DeKalb to US 202 N |
1 |
1 |
5,000 |
6,200 |
+24.00% |
0.86 |
1.06 |
+20 |
||
|
US 202 N to US 202 S |
1 |
1 |
3,300 |
6,000 |
+81.82% |
0.56 |
0.86 |
+30 |
||
|
US 202 S to Schuylkill River Road |
1 |
1 |
6,700 |
10,600 |
+58.21% |
0.67 |
1.06 |
+39 |
||
|
Hansen Road to Caley Road |
1 |
1 |
7,400 |
6,000 |
-18.92% |
1.11 |
0.82 |
-29 |
||
|
Beidler Road to Moore Road |
1 |
1 |
5,700 |
8,800 |
+54.39% |
0.86 |
1.20 |
+34 |
||
|
Moore Road to US 422 |
2 |
2 |
14,500 |
17,900 |
+23.45% |
1.09 |
1.22 |
+13 |
||
|
US 422 to Route 363 |
2 |
2 |
12,400 |
14,100 |
+13.71% |
0.93 |
0.96 |
+3 |
||
|
Pawlings Road to Pickering Creek Reservoir |
1 |
1 |
11,000 |
14,400 |
+30.91% |
0.94 |
1.01 |
+7 |
||
|
Pickering Creek Reservoir to White Horse Road |
1 |
1 |
10,500 |
13,800 |
+31.43% |
0.90 |
0.97 |
+7 |
||
|
White Horse Road to Starr Street |
1 |
1 |
10,500 |
14,600 |
+39.05% |
0.99 |
1.14 |
+15 |
||
|
Route 29 to Gay Street |
1 |
1 |
8,100 |
11,200 |
+38.27% |
0.87 |
0.99 |
+12 |
||
|
Gay Street to Route 113 |
1 |
1 |
8,000 |
11,400 |
+42.50% |
0.85 |
1.00 |
+15 |
||
|
Route 113 @ W. Bridge Street to Route 113 @ Mason Street |
1 |
1 |
9,300 |
12,200 |
+31.18% |
0.88 |
0.96 |
+8 |
||
|
Township Line Road to Mowere Road |
1 |
1 |
9,600 |
11,800 |
+22.92% |
0.90 |
1.01 |
+11 |
||
|
Ridge Pike Eastbound |
||||||||||
|
West of Eagleville Road to Grange Avenue |
1 |
1 |
9,800 |
12,700 |
+29.59% |
0.83 |
1.09 |
+26 |
||
|
Perkiomen Bridge to Route 29 |
2 |
2 |
11,600 |
13,500 |
+16.38% |
1.09 |
1.28 |
+19 |
||
|
6th Avenue (Collegeville) to Route 113 |
1 |
1 |
9,500 |
11,500 |
+21.05% |
0.81 |
0.98 |
+17 |
||
|
Route 113 to 5th Avenue (Trappe) |
1 |
1 |
10,700 |
12,900 |
+20.56% |
0.91 |
1.10 |
+19 |
||
|
5th Avenue (Trappe) to Lewis Road |
1 |
1 |
9,900 |
12,500 |
+26.26% |
0.86 |
1.07 |
+21 |
||
|
Lewis Road to Linfield-Trappe Road |
1 |
1 |
7,600 |
11,000 |
+44.74% |
0.65 |
0.94 |
+29 |
||
|
Swamp Pike to Lewis Road |
1 |
1 |
9,800 |
12,000 |
+22.45% |
0.84 |
1.02 |
+18 |
||
|
Neiffer Road to Limerick Center Road |
1 |
1 |
8,600 |
11,500 |
+33.72% |
0.73 |
0.98 |
+25 |
||
|
US 422 (Township Line Road) to Rupert Road |
2 |
2 |
8,800 |
12,400 |
+40.91% |
0.75 |
1.06 |
+31 |
||
|
Rupert Road to Sanatoga Road |
2 |
2 |
8,500 |
11,900 |
+40.00% |
0.72 |
1.02 |
+30 |
||
|
Ridge Pike Westbound |
||||||||||
|
West of Eagleville Road to Grange Avenue |
1 |
1 |
10,000 |
13,300 |
+33.00% |
0.85 |
1.14 |
+29 |
||
|
Perkiomen Bridge to Route 29 |
2 |
2 |
12,700 |
13,900 |
+9.45% |
1.20 |
1.31 |
+11 |
||
|
6th Avenue (Collegeville) to Route 113 |
1 |
1 |
9,600 |
11,800 |
+22.92% |
0.82 |
1.01 |
+19 |
||
|
Route 113 to 5th Avenue (Trappe) |
1 |
1 |
10,700 |
13,400 |
+25.23% |
0.92 |
1.14 |
+22 |
||
|
5th Avenue (Trappe) to Lewis Road |
1 |
1 |
10,200 |
13,100 |
+28.43% |
0.87 |
1.12 |
+25 |
||
|
Lewis Road to Linfield-Trappe Road |
1 |
1 |
7,900 |
11,700 |
+48.10% |
0.67 |
1.00 |
+33 |
||
|
Swamp Pike to Lewis Road |
1 |
1 |
10,000 |
13,400 |
+34.00% |
0.85 |
1.14 |
+29 |
||
|
Neiffer Road to Limerick Center Road |
1 |
1 |
8,800 |
12,100 |
+37.50% |
0.76 |
1.03 |
+27 |
||
|
Henderson/Beidler Roads Northbound |
||||||||||
|
I-76 to Gulph Road |
1 |
1 |
|
9,100 |
N/A |
|
1.43 |
N/A |
||
|
Shoemaker Road to Church Road |
1 |
2 |
6,500 |
14,700 |
+126.15% |
0.98 |
1.11 |
+13 |
||
|
Church Road to Hansen Road |
1 |
2 |
8,800 |
18,500 |
+110.23% |
1.32 |
1.39 |
+7 |
||
|
Hansen Road to unmarked street |
1 |
2 |
7,300 |
15,700 |
+115.07% |
1.10 |
1.18 |
+8 |
||
|
Unmarked street to US 202 |
1 |
2 |
6,600 |
14,500 |
+119.70% |
0.99 |
1.09 |
+10 |
||
|
US 202 to Crossfield Road |
2 |
2 |
10,000 |
12,400 |
+24.00% |
0.75 |
0.93 |
+18 |
||
|
Crossfield Road to Route 23 |
2 |
2 |
11,400 |
12,500 |
+9.65% |
0.85 |
0.94 |
+9 |
||
|
Henderson/Beidler Roads Southbound |
||||||||||
|
I-76 to Gulph Road |
1 |
1 |
|
8,100 |
N/A |
|
0.97 |
N/A |
||
|
Shoemaker Road to Church Road |
1 |
2 |
6,800 |
13,600 |
+100.00% |
1.02 |
1.02 |
0 |
||
|
Church Road to Hansen Road |
1 |
2 |
9,000 |
17,300 |
+92.22% |
1.35 |
1.30 |
-5 |
||
|
Hansen Road to unmarked street |
1 |
2 |
7,700 |
14,800 |
+92.21% |
1.15 |
1.11 |
-4 |
||
|
Unmarked street to US 202 |
1 |
2 |
7,200 |
13,200 |
+83.33% |
1.07 |
0.99 |
-8 |
||
|
US 202 to Crossfield Road |
2 |
2 |
10,000 |
13,200 |
+32.00% |
0.75 |
0.99 |
+24 |
||
|
Crossfield Road to Route 23 |
2 |
2 |
11,400 |
13,700 |
+20.18% |
0.86 |
1.03 |
+17 |
||