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1. CREST VERTICAL CURVES (WHEN S IS LESS THAN L)
2. AVERAGE QUEUE
3. AVERAGE QUEUE LENGTHS
4. MEAN VELOCITY OF THE DOWNSTREAM JAM FRONT
5. GENERAL CRITERION OF SAG VERTICAL CURVES
6. HORIZONTAL CURVES FORMULA (COSINE – EXTERNAL DISTANCE)
7. MATHEMATICAL FORMULA OF THE BM PRINCIPLE
8. CUMULATIVE FLOW APPROACH
9. GRAVITY MODEL
10. HORIZONTAL CURVES FORMULA (RADIUS)
11. PEDESTRIAN CLEARANCE TIME
12. PILE DRIVING FORMULAS (FOR GRAVITY HAMMERS)
13. PILE DRIVING FORMULA (FOR SINGLE ACTING STEAM)
14. SPACE MEAN SPEED
15. TIME MEAN SPEED
16. VERTICAL CURVES FORMULAS (VERTICAL DISTANCE AT ANY POINT)
17. YELLOW CHANGE INTERVAL
18. VERTICAL CURVES FORMULA (LENGTH OF A VERTICAL CURVE)
19. JOINTED CONCRETE PAVEMENTS
20. MATHEMATICAL FORMULA OF THE BM PRINCIPLE
21. VERTICAL CURVES FORMULA (ALGEBRAIC DIFFERENCE IN GRADIENTS)
22. VERTICAL CURVES FORMULA (VERTICAL DISTANCE FROM POINT OF INTERSECTION)
23. TRANSITION PROBABILITY
24. SPEED SPACING EQUATION
25. SAG VERTICAL CURVE (WHEN S IS LESS THAN L)
26. SAG VERTICAL CURVE (WHEN S IS GREATER THAN L)
27. ONE DIMENSIONAL CELLULAR AUTOMATA EQUATION
28. NONSYMMETRICAL CURVES EQUATION(VERTICAL DISTANCE AT ANY POINT ON THE CURVE BVC TO VPI)
29. NONSYMMETRICAL CURVES EQUATION (VERTICAL DISTANCE AT ANY POINT ON THE CURVE EVC TO VPI)
30. NONSYMMETRICAL CURVES EQUATION (VERTICAL DISTANCE FROM POINT OF INTERSECTION)
31. LANE FLOW EQUATIONThe relationship between lane flow (Q, vehicles per hour), maximum speed (V, kilometers per hour) and density (K, vehicles per kilometer) is
32. HORIZONTAL CURVES FORMULA (ANGLE DEFLECTIONS)
33. DENSITY
34. DETERMINATION OF DISTANCE FROM FINISHED SHOULDER TO SUBGRADE SHOULDER AND SLOPE EQUIVALENTS
35. FLOW
36. DETERMINATION OF INTERSECTION OF GRADES FORMULA
37. ALTERNATE SLIDE RULES FORMULAS
38. CREST VERTICAL CURVES (WHEN S IS GREATER THAN L)
39. GENERAL PERFORMANCE MEASURE
40. PILE DRIVING FORMULA (FOR DOUBLE ACTING STEAM OR AIR HAMMER)
41. STEADY-STATE EQUATION
42. MINIMUM EVACUATION TIME
43. AVERAGE DELAY
44. HORIZONTAL CURVES FORMULA (TANGENT)
45. HORIZONTAL CURVES FORMULA (SINE)
46. STOKES-SHOCK-WAVE FORMULA IN ASDA
47. ALL RED CLEARANCE INTERVAL
48. COMPONENTS OF THE KINEMATIC WAVE MODEL OF TRAFFIC FLOW THEORY
49. CENTER CORRECTION
50. KUHNE AND MICHALOPOLOUS (“CONTINUUM FLOW MODELS”) EQUATION
BULACAN STATE UNIVERSITY