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Home My WebLink AboutApplication APPLICANT 7/15/2021'5 INFRASTRUCTURE July 15, 2021 AT&T RE: Site Name: CRAN RWOR EUG02 012F Pole: New 34'4" A. L.G Wood Pole SCIP ID#: 18934-012F Site Address: 1210 Mohawk Blvd Springfield, OR 97477 County: Lane County Jurisdiction: City of Springfield Project Description: Structural Analysis for a Wood Pole Replacementwith a maximum allowable height increase up to -34'-4" A.G.L. To Whom It May Concern: We were commissioned by AT&T to perform a structural analysis of the above referenced project for AT&T proposed antenna implementations. The intent of our analysis is to determine a wood pole replacement for the existing 29'-0" wood pole, No. 69133, located at 1210 Mohawk Blvd., Springfield, OR capable of supporting AT&T's proposed antenna implementations. Our structural analysis was performed based on the requirements set forth by the National Electrical Safety Code (NESC 2017). The maximum anticipated pole stress usage is expressed as a percentage of overall capacity as a result of the associated NESC Rule 250B Construction Grade C. For pole structural analysis, referto O -Calc Pro Analysis Report. It should be noted that the structural analysis is limited to computer assisted structural analysis and theorical capacity of the pole. If the pole is of lower material grade than the assumed material strength used in the analysis, additional capacity may not exist. As such, J5 Infrastructure Partners will be notified in which a revised structural analysis will be required. Proposed New -34'-4" AGL Pole Replacement: Length of Pole: 45 ft. Pole Class: 5 Min. Embedment: 10'-8" Wood Species (Fiber Strength): Douglas -Fir (8000 psi) Existing power lines: At 28'-2" (assumed for the purpose of this structural analysis) J5INPRASTRUCTURE PARTNERS 2030 Main Street, Suite 200,1.ne, CA 92614 (949) 247-7767 A@ querque, NM o Base, ID o EI Pew, T o Las Vegas, NV o Denver, CO o Irvine, CA Page 1 of 2 Stress Usage: Pole = 30% Due to limited data, J5 Infrastructure Partners made certain assumptions regarding our evaluation. The new pole replacement and embedment are presumed to be properly installed in accordance with all applicable codes. All mounted antenna mounts, and relevant equipment are presumed to be properly fastened and in good reliable structural condition throughout the lifetime of the pole. Should any structural elements be deemed to be altered, J5 infrastructure Partners shall not be held liable for any structural deficiencies. Based on ourfindings, the existing 29'-0"wood pole, No. 69133, located at 1210 Mohawk Blvd., Springfield, OR can be replaced with a new 45' -Class 5 wood pole w/ 10'-8" min. embedment as per ANSI or equivalent. If you have any questions, please do not hesitate to contact us at (949) 247-7767. J5 Infrastructure Partners, Prepared By: Reviewed By: pR�f `a' 69198 ORERpN Fg VfN ri G� PiRES 1 120211 � 6 Danh Ho, E.I.T James Chung, P.E. Engineer -in -Training Engineering Manager J5 INFRASTRUCTURE PARTNERS 2030 Main Street, Suite 200,11 CA 92814 (949) 247-7767 A@uquerque, NM o BaEe, ID o EI Paw, T o Las Vegas, NV o Denver, CO o Irvine, CA Page 2 of 2 Poe ID:Pde69133yplx.pplx O-Calc®Pro Standard Report Thuralay, July 15, M219U7W Pole Num: 69133 Pole Length / Class: 4515 Code: NESC Structure Type: Unguyed Tangent Aux Data 1 AT&T Species: DOUGLAS FIR NESC Rule: Rule 250B Status Unguyed Aux Data 2CRAN_RWOR_EUG02_012F Groundline Setting Depth (ft): 10.70 Construction Grade: C Pole Strength Factor: 0.85 Aux Data 3 1210 MOHAWK G/L Circumference (in): 30.87 Loading District: Medium Transverse Wnd LF: 1.75 (ft -Ib) BLVD (%) (+/-psi) (Ibs) (psi) (psi) (%) Aux Data 4 SPRINGFIELD G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.25 Wre Tension LF: 1.00 Aux Data 5 OR 97477 Allowable Stress (psi): 6,800 Wnd Speed (mph): 39.53 Vertical LF: 1.90 Aux Data 6 LANE COUNTY Fiber Stress Ht. Reduc: No Wnd Pressure (psf): 4.00 Pole 156 Latitude: 2,742 0.000000 Deg Longitude: 5.2 349 0.000000 Deg Elevation: 0 Feet Pole Moments (ft -Ib) Load Angle Wnd Angle Pole Capacity Utilization (%) Height Wnd Angle Max Cap Util 15,674 (ft) (deg) Maximum 30.2 0.0 217.0 Groundline 30.2 0.0 217.0 Vertical 13.1 19.4 217.0 Pole Moments (ft -Ib) Load Angle Wnd Angle (deg) (deg) Max Cap Util 15,674 228.1 217.0 Groundline 15,674 228.1 217.0 GL Allowable 52,798 Load- Load Groundlins Load Summary - Reporting Angle Mode: Load - Reporting Angle: 228.1° Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole Load- Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft -Ib) (%) (%) (+/-psi) (Ibs) (psi) (psi) (%) Powers 255 42.0 7,301 46.6 13.8 928 150 2 930 13.7 GenericEquipments 197 32.4 5,630 35.9 10.7 715 1,228 16 732 10.8 Pole 156 25.7 2,742 17.5 5.2 349 1,369 18 367 5.4 Insulators 0 0.0 0 0.0 0.0 0 19 0 0 0.0 Pole Load 608 100.0 15.674 100.0 29.7 1,992 2,766 36 2,028 29.8 Pole Reserve Capacity 37.124 70.3 4,808 4,772 70.2 User DanhHo AaureAD OCP: 5.03 'hdudes Load Fador(s) Page 1 ort 'Wast Wod PerGuy Wre 'V&d At 217° Pole ID:PoIe_69133_pplx.ppk O-Calc®Pro Standard Report Thursday, July 15, 20219 UT PM GenericEquipment (ft) HIft Honx. Offsar an Okse[ AnfQe Rotffie Angle dli Unit Weight lbs)njilt Unit lftg, Unit Depth (in) Unit Dian Ura[ Length OIt at Moment• k-Ib Wind MomenC ftab Momentffi GL* Oft-lb) Cylinder POWBrV 36.40 Heigh Harrz. CabH Sager Cable LeaNSpan Span Wire Tension Tension Offset Wind Moment 35.00 9.89 (ft) Oifsd DiamMer Max Weigh Length Angle Length Qhs( Moment' MomenC MomenC at GL* 1.18 0.0 0.0 (n) (n) Temp (lbs/ft) Ift) (deg) (ft) 51 Ift�) (ft4b) (ft -0) (ftJb) 0.0 0.0 5.14 18.39 3.74 ft -- -3 312 309 Cylinder 4' Conduit 25.20 11.53 250.0 Secondary DUPLEX 6 A 2820 5.86 0.5370 1.19 - 125.0 92.0 125.0 2"Conduit 22.00 -8 165 157 Secondary DUPLEX 6 A 28.16 5.86 0.5370 1.77 302 two 270.0 180.0 22.00 10.70 16 377 393 Ciaerlashed Bundle 1/4"BHS 2820 5.86 02500 1.53 0.121 125.0 92.0 125.0 627 -12,751 -10 457 -12,304 GenericEquipment (ft) HIft Honx. Offsar an Okse[ AnfQe Rotffie Angle dli Unit Weight lbs)njilt Unit lftg, Unit Depth (in) Unit Dian Ura[ Length OIt at Moment• k-Ib Wind MomenC ftab Momentffi GL* Oft-lb) Cylinder Canister Antenna 36.40 7.26 0.0 0.0 30.90 24.50 7.00 - 14.70 - 625 602 Box B46 Nokia AIRSCALE 35.00 9.89 270.0 0.0 11.00 11.60 1.80 9.60 -- 13 166 179 Cylinder Pipe Mount 3490 1.18 0.0 0.0 4.00 13.00 12.00 - 2.38 - 52 51 Box Antenna Mount 33.50 4.94 0.0 0.0 5.14 18.39 3.74 9.06 -- -3 312 309 Cylinder 4' Conduit 25.20 11.53 250.0 0.0 185.00 220.00 12.00 - 4.00 - 1,058 1,371 Cylinder 2"Conduit 22.00 10.70 248.0 0.0 42.00 144.00 12.00 - 2.00 - 302 369 Cylinder 2'Conduil 22.00 10.70 252.0 0.0 42.00 144.00 12.00 - 2.00 - 302 367 Box Equipment Endoese, 17.70 19.94 180.0 0.0 300.00 44.00 20.00 21.00 -- 632 1,221 1,853 Box Emicaure Pole Bracket 17.70 9.94 180.0 0.0 18.20 27.00 6.00 12.00 -- 19 338 357 Box Surge Suppressor 16.50 12.79 10.0 0.0 8.00 10.43 5.58 9.38 -13 109 96 Tolals: 1,070 4,485 5,555 Insulator Hemi Honz. Offset Offset Angle Rolate Unit Weigle[ Unit Unit Length OftsM WYrrt Mornentat Buckling Buckling Buckling (ft) (ft) (in) (deg) Angb Qbs) Diameter (in) Moment• Mift4b) GL- Buckling Constant Column Section Section Buckling Tip GL Elasticity Density ft-0 ftJb ft -0 Balt single Bol 28.20 0.00 92.0 92.0 5.00 3.00 0.00 -3 0 -3 Balt single Bolt 28.20 0.00 270.0 270.0 5.01) 3.00 0.00 3 0 3 Height Height rotala: 0 0 0 Pole Buckling Buckling Buckling Buckling Buoditg Minimum Diameter at Diameter at Modulus of Poe Ice Density Pole Tip Buckling Buckling Buckling Constant Column Section Section Buckling Tip GL Elasticity Density (poq Height Load Load Load Factor Height' Height D.M. Diameter at (in) (in) (Pat) (poq Ift) Capacityad Appliedat of Satety (k) M Buckling (in) GL Height Height Col. HDL) (m) (bs) (lbs) 2.00 19.38 33.26 9.12 11.99 6.05 9.83 1.50e•6 60.00 57.00 34.30 21,040 211.14 7.63 User: Dal Aaurei OCP: 5.03 - Includes Load Faclor(s) Page2of2 x Wast VAnd Par Guy Wire 'WndAI217- O -Calc® Pro Applied Loads Summary Pole Identification: 69133 Report Created: 7/15/2021 File: Pole 69133 pplx.pplx LoadCase NESC 17 (2506) Grade C, Medium (1:0.25in W:4psf) Wind Pressure (psr) 4.00 Wind Angle (degrees) 217.03 Load Height (ft) Force Perpendicular to Wind (lbs) Force Parallel to Wind (lbs) Force Vertical (lbs) 36.4 0 17.51 58.71 35 3.38 4.18 20.9 34.9 0 1.5 7.6 33.5 3.66 10.2 9.77 28.2 531.97 334.03 62.45 28.2 653.92 569.87 106.55 25.2 0 42.78 351.5 22 0 14 79.8 22 0 14 79.8 17.7 1.65 70.63 570 17.7 6.06 20.63 34.58 16.5 11.25 6.97 15.2 O -Calc® Pro Capacity Summary Info Pole Identification: 69133 Report Created: 7/15/2021 File: Pole_69133_pplx.pplx 0 NOB 30--/ of Plowed mcu UMMM O-Calc@ Pro Heat Map View Report Created: 7/15/2021 O-Calc@ Pro Schematic View Pole Identification: 69133 Report Created: 7/15/2021 File: Pole_69133_pplx.pplx Pole Bracket