Table 7.2: Summary of Key Junction Traffic Flow Impact Assessment – 2026 Inter Peak 2026 Development Scenario (Inter Peak) Key Junction Baseline
Fall Back (Option 4)
Option 1
Option 2
Option 3
A31/B3001 Hickleys Corner
100%
+1%
+5% (+4%)
+6% (+5%)
+2% (+1%)
A31/Weydon Lane
100%
+2%
+6% (+4%)
+8% (+6%)
+3% (+1%)
A31/A325 Coxbridge Roundabout
100%
0%
+6% (+6%)
+7% (+7%)
+2% (+2%)
A325/School Hill Mini-roundabout
100%
+2%
+24% (+22%)
+27% (+25%)
+14% (+12%)
A325/B3384
100%
+3%
+38% (+35%)
+44% (+41%)
+22% (+19%)
A325/B3004
100%
0%
+35% (+35%)
+41% (+41%)
+18% (+18%)
B3004/Oakhanger Road
100%
-1%
+11% (+12%)
+16% (+17%)
+2% (+3%)
B3004/Paper Mill Lane
100%
-1%
+7% (+8%)
+9% (+10%)
+2% (+3%)
B3004/B3002
100%
+7%
+7% (0%)
+9% (+2%)
+1% (-6%)
A325/B3002 Station Road
100%
+6%
-23% (-17%)
-21% (-15%)
-29% (-23%)
A325/B3002 Budds Lane
100%
+16%
-32% (-16%)
-30% (-14%)
-36% (-20%)
A325/Chalet Hill
100%
+6%
-64% (-58%)
-64% (-58%)
-45% (-39%)
A325/Tesco Access/Woolmer Way
100%
+4%
-30% (-26%)
-30% (-26%)
-30% (-26%)
A325/Conde Way/Woolmer Way
100%
-2%
-14% (-12%)
-14% (-12%)
-18% (-16%)
A325/Liphook Road/Firgrove Road
100%
0%
+24% (+24%)
+28% (+28%)
+13% (+13%)
A325/Petersfield Road
100%
+1%
+21% (+20%)
+24% (+23%)
+13% (+12%)
A325/A3 (EB) Slips
100%
-1%
+18% (+19%)
+23% (+24%)
+9% (+10%)
B3006/Petersfield Road
100%
+3%
-5% (-2%)
-5% (-2%)
-5% (-2%)
A3/B3006
100%
0%
+3% (+3%)
+5% (+5%)
+1% (+1%)
A3 (WB) Slips/B2171
100%
0%
+1% (+1%)
+1% (+1%)
0% (0%)
(*numbers in brackets represent comparison with Fall Back (Option 4) Scenario)
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