2018-09-06_REVISION - M1973021 ‎(10)‎

• Permit No: M1973021
• IBM Index Class Name: REVISION
• Doc Date: 9/6/2018
• Doc Name Note: PART 5 OF 7
• Doc Name: Request For Amendment To Permit
• From: GEI Consultants
• To: DRMS
• Type & Sequence: AM6
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

ROROPKE 1.005
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RocTopple Analysis Information
Morrison Quarry:Summary of Geotechnical Data 2014-2016
Project Summary
File Name Global-Rork Toppling Analysis.rtop
File Version LOOS
Project Title Morrison Quarry:Summary of Geotechnical Data 2014-2016
Analysis Global-Rock Toppling Analysis
Author SMJ
Company GEI Consultants,Inc
Date Created 5/24/2017,3:20:30 PM
Commertts
Stability of Bench 6640
Sections A-C
Collected 2014
General Settings
Units Imperial,stress as psf
Unit Weight of Water(Ibs/ft1) 62.4
Analysis Type Deterministic
Analysis Results
Factor of Safety
Factor of Safety 6.056
Block Details
Index Height(ft) Weight(Rta) yn/x Type FS Base Tesnion Pin-1,t(Rss) Pn-1,s(lbs) Pn-1(lbs) Pn,t(lbs) Pn,s(Ibs) Pn(Ibs) Qn(Ibs) Rn(Ibs) So(Ibs) Sn/Rn Made
16 2.267 1559.563 0.567 Group - No -246851.614 -203.965 0.0o0 0.000 0.000 0.000 0.000 1535.969 270.915 0.1763 Stable
15 4.694 3229.610 1.174 Group - No -119689.141 -104.115 0.000 0.000 0.000 0.000 0.000 3180.545 560.816 0.1763 Stable
14 7.122 4899.657 1.790 Group - No -79114.428 -4.264 0.000 0.000 0.000 0.000 0.000 4825.220 850.816 0.1763 Stable
13 9.549 6569.704 2.387 Group - No -59094.529 180.023 180.023 0.000 0.000 0.000 0.000 5739.569 960.794 0.1674 Sliding
12 11.692 8044.103 2.923 Group No 63713.744 360.524 360.524 -59094.529 180.023 180.023 730.326 7949.903 1216343 0.1530 Sliding
11 10.756 7400.410 2.689 Group - No -71044.013 499.599 499.599 63713.744 360.S24 360.S24 702.318 7341.419 1145.993 0.1561 Sliding
10 9.821 6756.718 2.455 Group - No -80373.321 599.666 599.666 -71044.013 499.599 499.599 648.980 6712.016 1073.224 0.1599 Sliding
9 8.885 6113,025 2.221 Group - No -92598.828 660.727 660.727 -80373.321 599.666 599.666 590.932 6082.612 10D0.45S 0.1645 Sliding
8 7.950 5469.333 1.987 Group No -109292.273 682.780 682.780 -92598.828 660.727 660.727 528.474 5453.209 927.686 0.1701 Sliding
7 7.014 4825.640 1.754 Group - No -133421.S12 665.827 66S.827 -109292.273 682.790 682.780 461.507 4823.805 8S4.917 0.1772 Sliding
6 6.078 4181.948 1.520 Group - No -171343.142 609.1166 609.866 -133421.512 665.827 661.827 390.029 4194.402 782.148 0,186-1 Sliding
5 5.143 3538.255 1.286 Group - No -239571.361 514.899 514.899 -171343.142 609.866 609.866 314.042 3564.998 709.379 0.1990 Sliding
4 4.207 2894.563 1.052 Group - No -398564.784 380,924 380.924 -239571.361 514.899 514.899 233.545 2935.595 636.610 0.2169 Sliding
3 3.272 2250.871 0.818 Group - No -1189385.058 207.942 207.942 -398564.794 390.924 380.924 148.538 2306.191 563.941 0.2445 Sliding
2 2.336 1607.178 0.584 Toe 6.056 No -239463351 -0.000 -0.000 -1189385.058 207.942 207.942 59.022 1641.783 487.025 0.2966 Sliding
1 1.400 963.486 0.350 Individual 14.730 No -398967.947 -239.604 0.000 0.000 0.000 0.000 0.000 949.848 167.308 0.1763 Stable
Note:Index 2 is the toe of the slope.
Slope Geometry
Property Value
Slope Angle 1') 45
Slope Height(ft) 40
Upper Slope Angle(') 2
Toppling Joint Spacing(It) 4
Toppling Joint Dip(') 80
Overall Base Inclination(') 35
Rock Properties
Property Value
Rock Unit Weight(lbs/ft3) 172
Base Shear Strength Model Mohr-Coulomb
Base Cohesion(lbs/ft2) 450
Base Friction Angle(') 35
Base Tensile Strength(Ibs/ft2) 104400
Toppling Joint Shear Strength Model Mohr Coulomb
Toppling Joint Cohesion(lbs/ft2) 450
Toppling Joint Friction Angle(') 35
Toppling Joint Tensile Strength(lbs/ft2) 104400
Global- Rock Toppling Analysis.rtop GE Consultants,Inc 5/24/2017,3:20:30 PM