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• If free haul distance is 530 ft., determine the overhaul distance between 0+00 and 9+10. CUT CENTER OF MASS ORIGINAL GROUND (a) PROFILE PROFILE FILL CENTER OF MASS FINISH GRADE PROFILE HAUL DISTANCE = 530 20,000 15,000- 10,000아 BALANCE POINT 9 + 10 BALANCE POOINT 15+ 60 BALANCE POINT 19 +10 5,000아 7 8 11 12 131 14 15 16 17 18 19 20 10 8-5,00아- 10! 6. K. 300 T-+ 4 6. STATION STATION 14+ 70 BORROW 4,300 CU YD STATION 9 + 50 -10,000아- -15,00아 12,000 (b) MASS DIAGRAM 30 Fig. 13.14 Profile and mass diagram for cut and fill for grading a highway. FILL,CU YD CUT,CU YD → 2+30 09+L

• If free haul distance is 530 ft., determine the overhaul distance between 0+00 and 9+10. CUT CENTER OF MASS ORIGINAL GROUND (a) PROFILE PROFILE FILL CENTER OF MASS FINISH GRADE PROFILE HAUL DISTANCE = 530 20,000 15,000- 10,000아 BALANCE POINT 9 + 10 BALANCE POOINT 15+ 60 BALANCE POINT 19 +10 5,000아 7 8 11 12 131 14 15 16 17 18 19 20 10 8-5,00아- 10! 6. K. 300 T-+ 4 6. STATION STATION 14+ 70 BORROW 4,300 CU YD STATION 9 + 50 -10,000아- -15,00아 12,000 (b) MASS DIAGRAM 30 Fig. 13.14 Profile and mass diagram for cut and fill for grading a highway. FILL,CU YD CUT,CU YD → 2+30 09+L

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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• If free haul distance is 530 ft., determine the overhaul distance between 0+00 and 9+10. CUT CENTER OF MASS ORIGINAL GROUND PROFILE (a) PROFILE FILL CENTER OF MASS FINISH GRADE PROFILE HAUL DISTANCE = 530' 20,000- 15,00아 BALANCE POINT 10,000아 BALANCE POINT 9 + 10 15 + 60 BALANCE POINT 19+10 5,00아 11 12 131 14 15 16 17 18 19 10 K 300 T 1. 4 5. 6. -5,000- STATION STATION 14+ 70 BORROW 4,300 CU YD STATION 9 + 50 -10,000 -15,00아 12,000 (b) MASS DIAGRAM 30 Fig. 13.14 Profile and mass diagram for cut and fill for grading a highway. - FILL,CU YD CUT,CU YD- 2+30 C. 09+L
Transcribed Image Text:• If free haul distance is 530 ft., determine the overhaul distance between 0+00 and 9+10. CUT CENTER OF MASS ORIGINAL GROUND PROFILE (a) PROFILE FILL CENTER OF MASS FINISH GRADE PROFILE HAUL DISTANCE = 530' 20,000- 15,00아 BALANCE POINT 10,000아 BALANCE POINT 9 + 10 15 + 60 BALANCE POINT 19+10 5,00아 11 12 131 14 15 16 17 18 19 10 K 300 T 1. 4 5. 6. -5,000- STATION STATION 14+ 70 BORROW 4,300 CU YD STATION 9 + 50 -10,000 -15,00아 12,000 (b) MASS DIAGRAM 30 Fig. 13.14 Profile and mass diagram for cut and fill for grading a highway. - FILL,CU YD CUT,CU YD- 2+30 C. 09+L
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