2018-01-11_PERMIT FILE - C1996084 ‎(2)‎

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 1/11/2018
• Section_Exhibit Name: Exhibit 23 Bond Calculations
• Media Type: D
• Archive: No

TrucklLoaderWorksheet Cont'd Task# 002
Payload Capacity: 48.05 LCY
TruckBed (volume) Basis
Struck Volume:
35.00
LCY
Heaped Volume:
46.50
LEY
Average Volume:
40.75
LCY
Adjusted Volume:
46.50
UCY
Final TruckVolume Based on Number of Loader Passes:
Loading ToolCapacity
Rated Capacity: _
Bucket Fill Factor: _
Adjusted Capacity:
Job Condition Corrections:
11.250
0.875
9.844
39.38
Bucket Size Class: NA
LCY (heaped)
Loosematerial- 1" and over (85- 90%) 0.875
Site Altitude (ft.): 7100 feet
Source
CAT HB
Job Efficiency: 0.830 0.830 CAT HB
Net Correction: 0.830 0.830
Loading Tool Cycle Time: Numberof Loading ToolPasses Required to Fill
Truck:
Excavators and Front Shovels:
Machine Cycle Time vs. Job Condition Rating: NA
Selected Value within this Bas is Rating: NA
Track Loaders — Material Des cription:
Cycle Time Elements (min.):
Load: NA Maneuver: NA Dump: 0.100
Page 2 of
LCY
4 passes
WheelandTrackLoaders-UnadjustedBasicLoaderCycleTime (load,dump, 0.600 minutes
maneuver):
Cycle Time Factors
0.700
Factor min.
Source
Material:
Mixed material 0.02
0.020
(Cat HB
Stockpile:
Conveyor or dozer piled 10 ft. high or less
0.01
0.010
(Cat HB)
TruckOwnership:
Common ownership oftrucksand loaders -
0.04
-0.040
(Cat HB)
Operation:
Constant operation -0.04
-0.040
(Cat HB)
Dump Target:
Nominal target 0.00
0.000
Cat HB
Net Cycle 1 une Adjustment: -U.USU minutes
Adjusted Loader Cycle Time: 0.550 minutes
Net Load Time per Truck: 1.750 minutes
Truck Cvcle Time:
Truck Exchange Time: 0.70 Minutes
Truck Load Time: 1.750 Minutes
TruckManeuverand Dump 1.10 Minutes
Time:
Adjus ted for s ite altitude:
0.700
Minutes
Adjustedforsitealtitude:
1.750
Minutes
Adjus ted for s ite altitude:
1.100
Minutes
CIRCES Cost Estimating Sotware