Burma Development 1953 Vol1 Part11.pdf - Nathan Associates

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366 ECONOMIC AND ENGINEERING DEVELOPMENT OF BURMAPavementRouteWidth(ft.)III Maymyo-LashioFirst 3 mi. 12Next 15 mi. 11Next 14 mi. 10Next 21 mi. 12Next 18 mi. 10135 mi. to LashioROAD CONDITIONS—(continued)Surface and Condition ShouldersBituminous treated, rough, badraveling.Next 10 mi. 12-14 Edges fair, not too much raveling.Next 25 mi.Next 11 mi. 10-12Next 18 mi. 10-12Badly raveled.Badly raveled.8 mi. good condition, 10 mi.under construction.Bituminous treated, very bumpyand rough.Wavy, rough.Regrade bad portions.Wavy and bumpy.1-3 inches low.Narrow, especially at switchbacks.Shoulders satisfactory.Poor.Narrow, roughIII Lashio-HsenwiNext 24 mi. 1032 mi. to HsenwiSecondary Route to IIILashio to LaihkaFirst 7 mi. on Route 111Next 18 mi. 12Next 20 mi.Next 122 mi.167 mi. to LaihkaSecondary Route to IIILaihka to Lashio via MongnaungFirst 27 mi. 10Next 49 mi. 1076 mi. to Kehsi10-1210-11Bituminous surface, fair shape butneeds some cold patching.Fair condition, had heavy trafficduring war, no foundation fail¬ures.Two 3-ft. tracks, has high mainten¬ance cost, in rough condition.Traffic-bound macadam, rough andneeds blading and shaping. Somefoundation failures.All traffic-bound macadam. Rough,many potholes, much mainten¬ance needed. Some raveling, andmuch raveling in about 20 milesof length.Traffic-bound macadam, crownneeds reshaping, rough to veryrough in some spots.2 mi. with Telford base, all trafficboundsurface, rough to veryrough, much blade work needed.Some shoulders too low.Shoulders below pavement.Need patrol grader work.Shaping and raising of shouldersneeded. Patrol grading, on aregular basis, is best mainten¬ance.Build up shoulders, which are verylow.Raise and reshape shoulders mostof length.
HIGHWAYS 367ROAD CONDYliONS—(continued)RouteIV Taunggyi-ThaziPavementWidth(ft.)Surface and ConditionShouldersFirst 15 mi.Next 29 mi.Next 60 mi.161211Bituminous surfaced, ravelededges, needs major maintenance.Raveled edges, potholes.Badly in need of maintenance andrepair, and more bituminousmaterial is needed.Rough.104 mi. to ThaziIV Taunggyi-Loilem53 mi. Average 12 Bituminous surfaced, raveled,large potholes, needs surfacerepair.Raise shoulders to proper grade.Secondary Route to IVLoilem to Laihka33 mi. 11 Half bituminous surface, halfmacadam, rough and badly inneed of repair and treatment.Shoulders are low for entire length,need to be built up.V Hopong toward Namhkok9 mi. 10 Macadam, short sections of bitu¬minous treated, needs treat¬ment and much repair.Regrade shoulders.VII Mandalay-ShweboFirst 3 mi. 16Next 9 mi. 12Next 19 mi. 10Next 9 mi. 12Next 9 mi. 12Next 1 mi. 12Next 5 mi. 1270 mi. to ShweboBituminous surfaced, someraveling.Bituminous-treated gravel, ravel¬ing.Macadam and bituminous.Bituminous treated, 6 inchesgravel surface, foundationfailures.Gravel surface, poor condition andnumerous foundation failures.Macadam, very rough.Gravel surface, well maintained.Surface in good condition.Shoulders low, need raising andshaping.Raise low shoulders.1 mile cobbled shoulders, poorcondition. Other shoulders satis¬factory.Shoulders need reshaping andsome regrading.
Page 1: LEGENDMAIN PIPE LINEPUMP STATION 0R
Page 4 and 5: 348 ECONOMIC AND ENGINEERING DEVELO
Page 6 and 7: A. COASTAL STEAMSHIP SERVICES INPRE
Page 8 and 9: CHAPTER XVPORTS AND WATERWAYS CONSE
Page 12 and 13: A. INTRODUCTION1. BASIC TRANSPORT N
Page 14: 358 ECONOMIC AND ENGINEERING DEVELO
Page 29 and 30: In most instances the condition can
Page 31 and 32: greater visibihty and no possibUity
Page 33 and 34: The planning, on a long-range basis
Page 35 and 36: width or destruction of pavements,
Page 37 and 38: preliminary recommendation, three 2
Page 39 and 40: ■(d) The Tavoy-Myitta road become
Page 41 and 42: HIGHWAYS381TABLE XVI - 3BREGISTRATI
Page 43 and 44: TRUCKS a BUSESAS% OF TOTALVEHICLES-
Page 45 and 46: [258•——' 251 32227T I 15B 3dC
Page 47 and 48: HIGHWAYSTABLE XVI-5HOURLY TRAFFIC F
Page 49 and 50: China Street crossing in Rangoon. T
Page 51 and 52: This compares to a reasonable avera
Page 53 and 54: HIGHWAYSTABLE XVI - 7 (continued)39
Page 55 and 56: 40DEPRESSIONWWII•3m UiUJ -I^ iUJ
Page 57 and 58: UJ^UJ^
Page 59 and 60: HIGHWAYSTABLE XVI -10OUTLAYS OF STA
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Page 63 and 64: In general, the design standards no
Page 65 and 66: TRAFFIC BOUND SHOULDER AND OX-CART
Page 67 and 68: SLOPE CUT I: IROCK f:i 4SLOPE FILL
Page 69 and 70: inches of laterite soling, and the
Page 71 and 72: .WORLD WAR ][r———HRATIOPRICE
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HIGHWAYS 415uniform distribution. H
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D703.7 is omitted, and the followin
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Two-inch penetration surfaceEight-i
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the Rangoon area, where it is the p
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concrete pavement in the Uiuted Sta
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TABLE XVI - 20ABSTRACT OF MATERIAL
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trasted to the day-by-day operation
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SUGGESTED ORGANIZATION CHARTFORTHE
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500OUJNoEoX»-
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432 ECONOMIC AND ENGINEERING DEVELO
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PROME1953 POPULATION 36762DEVELOPED
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1953 POPULATION 60,666DEVELOPED ARE
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