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Les diagrammes suivants illustrent la mdthode. 1 2 3 1 3 9' 32X I I INTEECOLONIAL RAILWAY. ; I TABLE OF QUANTITIES nr CULVERTS AND OTHER STRUCTURES. <*)ttaura: PRINTED BY HUNTER, ROSE & COMPANY. 1871. . (! ra hi rt II I 'S INTERCOLONIAL RAILWAY. ■♦••••<-♦- / / TABLES OF QUANTITIES IN STRUCTURES. Thebb Tables were prepared for the purpose of facilitating the calcu lations of quantities in the different sections of the line, preliminary to asking for Tenders. It is believed they will prove useful in many waya to meml)ers of the staff, and they are published for that purpose. Tables D, E and F, give quantities in the various kinds of Box Culverts u",¥ 1 wwm ^ TABI^i: D. (Lei;cO— Box Culverts, 2ft. 6in. x 2ft. 6in, 77iis is a Table of Quantities in Box Culverts 2ft. Gm. w 2/1. Gin, according to Litiioguai>uei) Genkhai, Pi.anh, Sjikkt No. 3, adopted for the construction of the Intercolonial Railway. The heights of Formation above surface of Paving on centre line of Railway being known, the lengths correspond with those found in Tabm;: A, GKNKiuii Instulctions No. 4, and the quantities are as herein given. The Table is calculated on the following data : Per foot run of Culvert Masonry, 1.093 cub.yds. Paving, 0.0926 oub.yds. Ad iiiional for Upper end of Culvert.. Do 2.900 " Do 2.5000 " Additional for Lower end of Culvert.. Do 3.900 " Do 2.5000 " Height of For- mation Level above Surface of Paving. Length of Box. Feet. MASONRY. Cubic yards. PAVING. Cubic ya'ds. 5 feet. 22.0 30.0 7.0 6 25.0 34.1 7.3 7 28.0 37.4 7.G 8 31.0 40.7 7.9 9 34.0 44.0 8.2 10 38.0 48.4 8.6 11 41.0 51.7 8.9 12 44.0 55.0 9.2 13 47.0 58.3 9.5 14 50.0 61.6 9.8 15 54.0 66.0 10.2 16 57.0 69.3 10.5 17 60.0 72.6 10.8 18 63.0 75.9 11.1 19 66.0 79.2 11.3 20 70.0 83.1 11.5 21 73.0 86.5 11.8 22 76.0 89.8 12.0 23 79.0 93.1 12.3 24 82.0 96.4 12.6 Height of For- mation Level above Surface of Paving. M o n o .a J ■as MASONRY. Cubic yards. PAVING. Cubic yards. 25 feet. 86.0 100.8 13.0 20 89.0 104.1 13.2 ' 27 92.0 107.4 13.5 28 95.0 110.7 13.8 29 98.0 113.9 14.1 30 102.0 118.3 14.4 31 105.0 121.6 14.7 32 108.0 124.9 15.0 33 111.0 128.2 15.3 34 114.0 131.5 15.6 35 118.0 135.7 16.0 36 121.0 139.0 16.3 37 124.0 142.3 16.5 38 127.0 145.6 16.8 39 130.0 148.8 17.0 40 134.0 153.2 1Y.4 41 137.0 156.5 17.7 42 140.0 159.8 18.0 43 143.0 163.1 18.3 44 146.0 166.4 18.6 \ - " TABLE ».— Continued, Tliis is a Table of Quantities in Jinx Culverts 2/t. Cirt. m 2/i. Gm. acardms^ to Litiiockapiiid Gknkkai, Plans, Shkkt No. 3, adopted Jor the construction oj the Intercolonial. Railway. The height of Formation atmve surface of Pavins^ on centre line of iliHway being known, the lengths correspond with those found in Tabf-e A, GhNEiiAr- Instuuctions No. 4, and the quantities are as herein given. The Table is calculated on the following data : ' Additional f'.ir Upper end of Culvert.. D 2.UII0 r >o 2.5000 1 Additional lor Lower end of Culvert.. D 3.U00 " E >o 2.5000 _ Height of For- Dsation Level | above Suriace of Paving. 1 Length of Box. Feet ! MASONRY. Cubic yards. PAVING. Cubi; yards. 1 Height of Fi.r- miiiion Level above Surface i of Paving. j Length of Box. Feet. i 1 MASONRY. Cubic yards. PAVING. 1 Cubic yards. 45 feet. 150.0 170.8 1 19.0 63 feet. 207.0 233.1 24.1 46 153.0 174.0 19.2 64 210.0 236.4 24.4 47 156.0 177.2 19.5 65 214 240.7 24.8 48 159.0 180.5 19.8 66 217.0 244.0 25.2 1 49 162.0 183.8 20.1 67 220.0 247.3 25.5 I 60 166.0 188.2 20.5 68 223.0 250.6 25.8 51 169.0 1915 20.8 69 226.0 253.9 26.1 52 172.0 194.8 21.1 70 230.0 258.3 26.5 53 175.0 198.1 214 71 233.0 261.6 26.8 54 178.0 201.4 21.7 72 236.0 264.7 27.1 55 182.0 205.8 22.1 73 239.0 267.9 27.4 56 185.0 209.0 22.3 74 242.0 271.1 27.7 57 188.0 212.2 22.5 75 246.0 275.5 28.1 58 191.0 215.5 22.7 76 249.0 278.8 . 28.4 59 194.0 218.8 23.0 77 252.0 282.1 28.7 \ 60 198.0 223.2 23.3 78 255.0 285.4 29.0 1 61 201.0 226.5 23.6 79 258.0 288.7 29.3 1 62 204.0 2298 23.9 80 262.0 293.1 29.7 1 For approximate quautities in inclined Culverts, see Table Q. TAULI: B. . (Lcyc/)— Box Culverts, 2ft. 6in. x 4ft. 0. This u a Tablz of Qmmtilksi in liox Culverts, '2Jt. Oin. « jft. 0, nrcordinlto Lixnom aphku (iKNKiiA.. Plans, ^iukv N... li adopted for tke const ri^^fr'>^^ lio^t^^V' '^''^ ''''Shts o/Fornuilvm above Tur/ cT'yX^tn^ on centre line of liailway bdn? known, "^«. ;;«^ ''« J^'^*^ pond will those Jhund in Tahle A, Genkkal iNsruucnoNS No. 4, and the quantities are as herein given. The Table is calculated on the following data: A^^ount per foot run of Culvert Ma«onry, 1 37 cub yd«. Paving, 0.0926 cub. yds. AddUionI.1 for Upper end of Culvert.. Do 3.19 Do ^..« Additional for Lower end of Culvert.. Do 4.1 Do A.66 n H ^ n u o i> a O W3.S > but! i " •'-' 2 — <« TABLl^ t^—Con(oiued. TViis is a Table of Quantities in Ih.v Culverts 2ft. Gin m 4ft. Oin., according to LniiociiiAi-iiEi) Gknkkai, Plans, Shkkt No. 3, adopted Jor the construction of the Intercolonial Railway. The heights of Formation above surjacc of Paving on centre line of Railway being known, the lengths correspond with those found in Tahi.k A, Gknekal Ikstklotions No. 4, and the quantities are as herein given. The Table is calculated on the foUoicing data : Additional for Upper end of Cuh Additional for Lower end of Cul\ •ort.. D ort.. 1) iirj^, i.ai cu 3.19 4.16 Q. yuB. raving, u.uv^o ( " Do 3.33 " D'> 3.33 •UD. yas. <> Height of For-' mation Level above Surface of Paving. o ca O a a> . 10 O 1 H CO ,c < 3 211.4 n 5 1.? 20.5 Height of For- mation Level above Surface of Paving. j H o o bctJ MASONRY. Culic jards. PAVING. Cubic yards. 4(5 feet. 149 64ioct. 20G 1 289.5 25.9 47 152 215.5 20.8 05 210 295.0 1 2G.2 48 155 219.6 21.1 GO 213 299.2 26.5 49 158 223.7 21.4 1 67 216 303.3 26.7 50 1G2 229.3 21.8 68 219 307.4 27.0 51 1G5 233.4 22.1 69 222 311.5 27.3 52 168 237.5 22.4 70 226 317.0 27.7 53 171 241.6 i 22.6 71 229 3211 27.9 54 174 245.7 22.9 72 232 325.2 28.2 55 178 251.2 23.3 73 235 329.3 28.5 66 181 255.3 23.6 74 238 333.4 28.8 57 184 259.4 23.9 75 242 338.9 29.2 58 187 203.5 24.1 1 76 245 343.0 29.5 59 190 267.6 24.4 77 24^' 347.1 29.8 60 194 273.1 24.8 78 251 351.2 30.1 61 197 277.2 25.1 79 254 355.3 30.4 62 200 281.3 25.4 80 258 360.8 30.7 63 203 285.4 25.7 For approximate quantities in inclined Culverts, foo special memoranda. TABL.E F. (Leiy/)— Double Box Culverts, 2ft. Bin. x 4ft. 0. This is a TabhoJ Quantities in Double Jio.v Culverts, '2Jt. Gt«. ^ -ift. 0., according to LiTiioouAi-nEi) Gexeh.m. I'i.axs. Hiikkt No. 4, adopted for the conslructum of the Intercolonial RaUway. The heights of Formation above surface of Paving on centn line of Railway being known, the lengths corres- pond icllh those found in Tari-E a, Gbnkkal Instructions No. 4, and the quantities are aa herein given. The Table is calculated on the following data : Amount per foot run of Culvert Masonry, 2 20 cub. yds. Paving, 0.185 cnh.jd^. Additional for Upper End J)o 3.66 " Do 5.16 Additional for Lower End Do 6.00 " Do 5.16 IH 0) o o > ta o co.g Gtoet, 8 9 10 U 12 13 14 15 10 17 18 19 20 21 22 23 24 25 o 1-5 21 24 27 30 34 37 40 43 4G 50 53 50 59 02 G6 69 72 75 78 82 o I .H I— I r3 ^ lU u O •> rt -^ O CO 5 I 55.0 62.5 69.1 75.7 84.5 91.1 97.7 104.3 :io.9 119.7 12G.3 132.9 1.39.5 14G.1 154.9 1G1.5 1G8.1 174.7 181.3 190.1 14,2 20 feet. 14.7 27 15.3 28 15.9 29 IG.G 17.2 17.7 18.2 18.8 19.5 20.1 20.0 21.1 21.7 22.5 23.0 23.6 24.1 24.7 25.4 30 31 32 33 34 35 30 37 38 39 40 41 42 43 44 45 o 85 88 91 94 98 101 104 107 110 114 117 120 123 126 130 133 136 139 142 146 P5 O 13 I— I I .5 190.0 I 26.0 203.2 209.8 216.5 225.4 232.0 238.6 245.2 251.8 2600 267.2 273.8 280.4 280 8 295.6 302.2 308.8 315.4 32?.0 330.8 20.5 271 27.6 28.4 29.0 29.5 30.1 30.6 31.4 31.9 32.5 33.0 33.6 34.4 34.9 35.5 36.0 36.5 37.3 n3 a 3 TABLE W,— OmtinueJ. T/iia is (I Table of Quantities in Double Box Culverts 2Jt. Gin. x 4//. ()»?»., accirding to Litiiocjuaimikd Gknekai, Plans, Sukkt No. I, adopted Jor the construction oj the Intercolonial. Railway. 77te heighls of Formation above surface of Paving on centre line of Riilway being known, the lengths correspond with those found in Tahi-e A, Genehai, Instkuctions No. 4, and the quantities are as herein given. The Table is calculated on the follow ing data : Amount per fojt run of Culvert Masonry, 2.20 cub. yds. Paving, 0.185 cub. yds. Additional for Upper End Do .3.66 " Do 5.16 " Additional for Lower End Do 6.00 " Do 5.16 " Height of For- mation Level above Surface of Paving. 4 < o .a ^ tot g^ 1-4 MASONRY. Cubic yards. PAVING. Cubic yards. Height of For-) mation Level above Surface of Paving. o o 1-4 MASONRY. Cubic yards. PAVING. C«bic yards. 4Gfeet. 149 337.4 1 1 37.8 64 feet. 206 462.8 48.4 47 152 344.0 38.4 65 1 210 471.6 49.2 48 155 350.6 38.9 66 213 478.2 49.7 49 158 357.2 39.4 07 216 484.8 50.3 50 162 366.0 40 2 I 68 219 491.4 50.8 51 165 372.6 40.7 \ 69 222 498.0 51.4 52 168 379.2 41.3 70 226 506.8 53 171 385.8 41.8 71 229 513.4 52.7 54 174 392.4 42.4 72 • 232 520.0 53.3 55 178 401.2 43 2 1 73 235 526.6 53.8 5(; 181 407.8 43.8 74 238 533.2 54.4 57 184 414.4 44.3 75 242 542.0 55.2 5S 187 421.0 44.9 7(^ 245 548.t) 55.7 59 190 427.6 45.4 77 248 555.2 56.3 «)0 194 436.4 46.2 78 251 561.8 56.8 61 197 443.0 46.7 79 254 568.4 57.3 02 2O0 449.6 47.3 80 258 577 2 58.1 (J3 203 456.2 478 1 For approximate quantities in inclined Culverts, see special memoranJa. TABLE Dimensions of Arch Culverts from HORIZONTAL DIMENSIONS. 1.4 u laster igs at nd of Arch EO 60 > U o h O Sz; < &4 hiokness of W at Springing. [alf Width ove npper Wings. -S S m. n. rejection of Pi at top. hickness of Wii Upper End, a Parapet over at Lower End iside Length o Springing cou 60 ^ a ««w too <3 h3 lickness of wii under steps. hickness of Wi below Springii Ends. alf width over Lower End. CO H 1 " Cl, H M 1-^ H H W *€. d. e. f. i. }. o.p. p. r. S. t. S. V. X. w. d. w. i. w. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in. ft. in, 4..0 2..6 1 11..0 2. .3 1..0 4..0 3..0 9..G 2..3 2..6 4..6 ^..O 2..9 1 ^1 2..4^ i..oi 4.1J 3..U' 10..6 2..6 2.9 5..3 6.„0, 3..3 14..3 2..6 1..1 4..3 3.. 3 11. .0 2..9 3..0 G..3 8..0 4..0 17..4|' 2..9 1..2 4..6 3.6 14..0 3,3 1 3..G 7..G 10..0 4 .8 20..6 3..0 1.3 4..9 3..9 16..6 ?..9 4.0 9..0 1«..0, 5.4 23..9 3..3 1..4 5..0 4.0 19..0 4..3 4..6 10..6 14..0| 5.10 27..0 3..9 1..5 6..3 4..3 21..6 4..3 4..6 1 11..6 16..0 6..4 30..3 4..6 1..6 5..6 4..G 24..0 4..3 4..6 12..6 1 18.. 6..9 33..6 5..3 1..7 5..9 4.9 26..0 4..3! 1 4..6 13..6 20..o' 7..2 1 36..9 1 6..0 L.8 6..0 5..0 28,.0 4.3 4..6 14..6 1 1 • TTiese letters have reference to corresponding letters in the Diagram. «. Four to Tiventy Feet Sjxin. VERTICAL DIMENSIONS. a M to CQ W to q 1 bo !>« o (3. c3 a .a is: .a P4 a < < 43 " a ftO. •f Side of Triar rear of Uppe o n 03 o a ■^ la H •< <•-■ o CJ w b0j3 W n a la H > H 1^ Thickness of ing Course. » a M H v.y. 1 a. b. b. 0. g.h. i. k. k. n. ]. 1)1. (1. s. C. Z. ft. in. ft. in. ft. in. ft. in. ft. in . ft. in. ft. in. ft. in. ft. in. ft. in. 3..0 o.,o 1..4 6..0 6..0 1..3 1..0 9..7 1..0 1 .0 3..1I 0..0 1..5 7..0 7..0 l.M i..oi 10,.10 1..0 1.1 3.3 0.0 1..6 8..0 8..0 1..4 1..1 11..11 1..0 1..2 3..6 2.9 1..7 10..0 10..0 1..5 1..2 14..2 1..0 1.3 3..9 3..0 1..8 12..0 12..0 1..5 1..2 1G..3 1.0 1..4 4..0 3.3. 1..10 14.0 14..0 1..6 1..3 18..7 1..0 1..5 4.. 3 3.9 2..0 16..0 16..0 1..6 1.3 20..9 1..1 1..6 4..6 4.6 2..2 18.0 18.. 1..7 1..3 23..0 1..2 1..7 4.9 5.3 2.4 20..0 20.0 1..8 1..3 25..3 1..3 1.8 5..0 6..0 2..6 22.0 22.. 1,.9 1..3 27..6 1..4 1..9 , ..».. ( l-o, .' ;-■ 1 i,- I r \ S' 1 -?■ i ' ! ti • i 1 I r. ^ I NTE RCOLO X LVI^R AII.WAY , DIAGRAM to accompany Tal)loM of Arch ('ulv tuts tioni 4 lo -() I'evi Span jif^' A/Z^r.) /-^-/y-^y^Ay'^^^y/ ^^y^/^^^ /^^.V'- /// ///^ //fy;r///y/''f^///<^/y /" y^v/^- /- i/ __ y ^ ///y v. > / ^ V/*./. (? IV. /. /v-z/rxf/ /?4^. r -V QQ < Z o I- o UJ o z UJ (t UJ O -J z o < > bJ -I U < I -■--ffl- z o o UJ in < Q Z UJ 01 u Q. 0. Z O < > u »- a: < TABTiE II. Shewing the half leu fft/is of Arch Culcerls (from Centre Line to the end of arch) for every height of Embankment (above paving) up to HOject, as8ii7ni}}g the Culverts to be on a level— that in to say — without any inclination between the Upper and Lower ends, and also at right angka to the Centre Line of Railway. * (This Tablo is supplomontary to, and to be usoil instead of Table A, Qenoral InstructioLS No, 4, i'or Arch Culverts. — For Box Culverts, soe Table A.) Height of formation level above paving in centre of Culverts. HALF LENGTHS OF CULVERTS. 4 foot. 10 feet. 11 12 13 14 15 IG 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1:10 14.5 IG.O 17.5 19.0 210 09 r» 24.0 25.5 5 foot, 6 feet. 10.0 17.5 19.0 20.5 22.0 23.5 8 feet. 10 ft. 27.0, 25.0 29.01 20.5 30.51 28.0 3J.0 29.5 3:}. 5 :u.o 35.0 37.0 38.5 40.0 41.5 43.0 45.0 32.5 34.5 36.0 37.5 39.0 40.5 42.5 17.5 19.0 20.5 22.0 23.5 25.0 2G.5 28.0 29.5 31.0 33.0 34.5 36.0 37.5 16.0 17.5 19.0 20.5 22.0 23.5 25.0 26.5 28.0 29.5 31.0 .33.0 12 ft. 16.0 17.5 19.0 20.5 22.0 23,5 25.0 26.5 14 ft. 15.5 17.0 18.5 20.0 16 ft. 13.5 15.0 12 16.5 13.5 21.5 18.0 23.0 24.5 39.0; 34.5 41.0! 36.0 28.0 26.0 29.5' 27.5 31.0! 29.0 33.01 30.5 1 19.5 21.0 15.0 16.5 18.0 22.5, 19.5 24.0 25.5 27.0 21.0 22.5 24.0 18 ft. io ft. 10.0 11.5 18.0 14.5 16.0 10.0 11.5 13.0 17.51 14.5 19.0| 16.0 20.5' 17.5 » the end of tn ?,<)Ject, nthoul any ig/U angka A, Oonoral TAKLI'l U.— ContmueJ, Shewhi'jT lhi\ hiiI/lftit nf Arck Ciilvcrtii if mm Centre Ltne to the end o/* arch) for cvttry ht-xghl (f Hiahankmcnt (' Culvi rta to Ini on a level — that is to my~tvilhnut any indiniitiin l/ituucn the Upper and Lower ends, and also at right angles to the Centre Line. * (This TaMo is .siipploiniMilary Id, iin 1 to bo nsoil liiBtoaii of Tablo A, Qanoral Instructions No. 4, for .Vrnh (Juivcrts. — for Box Culvert.", see Tublo A.) 8 ft. ;o ft. 10.0 11.5 IS.Ol 10.0 14.5 11.5 16.0, 13.0 I 17.51 14.5 19.0j 16.0 20.5' 17.5 IIoiRht of Forni'ttion Lovol above paving. U.\LP LKNGTIIS OF CULVEIITS. 4 feet.l 6 ffpt. fi fuct. 8 feet. 10 ft. 12 ft. 14 ft. 1(5 ft. I8ft. 1 20 ft. 31 46.5 44.0 42.5 37.5 34.5 32,5 28.5 25.5 i 22.0 19.0 32 48.0 45.5 44.0 89.0 36.o[ 34.0 30.5 27.0 23.5 205 33 49.5 47.0 45.5 41.0 37.5 35.5 32.0 29.0 25.0 22.0 1 34 51.0 48.5 47.0 42.5 39.0 37.0 1 33.5 30.5 27.0 23.5 35 53.0 50.5 49.0 44.0 41.0 38.5 35.0 32.0 28.5 25.5 36 54.5 52.0 50 5 45.5 42.5 40.5 36.5 33.5 30.0 27.0 37 56.0 53.5 52.0 47.0 44.0 42.0 38.5 35.0 31.5 28.5 38 57.5 55.0 53 5 49.0 45.5 43.5 40.0 37.0 33.0' 30.0 39 59.0 56.5 55.0 50.5 47.0 45.0 41.5 38.5 35.0 31.5 40 61.(» 58.5 57.0 52.0 49.0 46.5 43.0 40.0 30.5 33.5 41 62.5 60.0 58.5 53.5 50.5 48.5 44.5 41.5 38.0 35.0 42 64.0 61.5 60.0 55.0 52.0 50.0 46.5 43.0 39.5 36.5 43 65.5 63.0 61.5 57.0 53.5 51.5 48.0 45.0 41.0 38.0 44 07.0 64.5 63.0 58.5 55.0 53.0 49.5 46.5 43.0' 39.5 45 69.0 66.5 65.0 60.0 57.0 54.5 51.0 48.0 44.5 41.5 46 70.5 68.0 66.5 61.5 58.5 56.5 52.5 49.5 46.0 43.0 47 72.0 69.5 68.0 63.0 60.0 58.0 54.5 51.0 47.5 44.5 48 73.5 71.0 09.5 65.0 61.5 59.5 56.0 53.0 49.0 46.0 49 75.0 72.5 71.0 66.5 63.0 61.0 57.5 54.5 51.0 47.5 50 77.0 7-4 5 73.0 68.0 65.0 62.5 59.0 56.0 52.5 49.5 51 78.5 76.0 74.5 69.5 66.5 64.5 60.5 57.5 54.0 51.0 TABLK: U.— Continncil S/ieu'ini^ the half lengths of Arch Culrrttn (from. Cmtrc Line to the end vf arch) fir errri/ height af thuhnnknient {tihove piiving)up tu 80 Jeet, an^uininjn the Culverts to be m a lnvel—thnt in I" any— without any inclinatiim bclirctn the Upper and Lowir ends, and also at right tingles to the Centre Line of hail tea y. * (This Tablo in f^upplomoulary to, and to bo iisod iiiHtoiid of TiiVilc A, Gpiiornl Instructions No. 4, f^r Artli Culvorts. — For Box Culvortn, too Tublo A.) Ildgiit of Forniiition hevol above puvinff. HALF LENGTHS OF CULVERTS. 4 foot. I 5-Jfect.' 80.0 5 feet. fl foot. 53 64 66 66 67 68 69 60 61 62 63 64 66 66 67 68 69 70 71 72 81.5 83.0 85.0 86.5 88.0 89.5 91.0 93.0 94.5 90.0 97.5 77.5. 70.0 8 feet. 70.0' 77.5 71.0 73.0 80.5 79.0. 74 5 10 ft. 12 ft. 82 5 84.0 85.5 87.0 88.5 90.5 92 93.5 95.0 81.0 82.5 84.0 85.5 76.0 68.0 69.5 71.0 7a. 14 ft. 66.0, 62.5 16 ft. 18 ft. 20 ft. 59.0 55.5 67.5 i 64 61.0 57.0 77.5 74 5 79.0 81.0 99.0 96.5 I 101.0 98.5 87.0 82.5 I 89.0 84.0 i 90.5 85.5 92.0 93.5 87.0 89.0 95.0' 90.5 97.0 102.5 100.0 98.5 104.0 105.5 107.0 109.0 101.5100.0 103.0101.5 104.5 103.0 I 92.0 93 5 70.0 77.5 79.0 81.0 82.5 69.0 70.5 72 5 74.0 75.5 77.0 78.5 80.5 65.5 67.0 68.5 62.5, 59.0 64.0 65.5 84.0 82.0 85.5 83.5 87.0 89.0 90.5 70.5 67.0 72.0 ' 69.0 73.5* 70. r. i 75.01 72.0 76.5 78.5 60.5 62.0 63.5 65.0 67.0 63.5 73.51 70.0 95 92.0 97.0 93.5 85.0 86.5 88.5 90.0 80.0 77.0 81.5 78.5 83.0 84.5 86.5 75.0 71.5 73.0 75.0 80.0 81.5 83.0 91.5 88.0 85.0 98.5; 95.0' 93.0, 89.5 80.5 106.5 IO5.O1IOO.O; 97.0' 94.5' 91.0 110.5 108.0 106.5 101.5; 98 5 96.5 I I I I 112.0 109.5 108.0il03.0 lOO.Oi 98.0 88.0 92.51 89.5 94 5 76.5 78.0 79 5 81.0 83.0 84.5 86.0 9I.0I 87.5 52.5 54.0 55.5 57.5 59.0 60.5 62.0 63.5 65.5 67.0 68.5 70-0 71.5 73.5 75.0 76.5 78.0 79.5 81.5 83.0 84.5 VAIII.I<: U,—Cu„hnucd. 20 ft. C2.0 G3.5 G5.5 67.0 08.5 70-0 71.5 73.5 75.0 76.5 78.0 79.5 81.5 83.0 84.5 Shewing the half Irtigthn of Arch Culvertn (from Centre Lint) to the end of (trch) for every height of Embankment (afiorc* paving) up t>} 80 feet^ assuniin'^ the Culvirln to be on a level-that is to say— without any indiniiti'.n Wtween the Upper and Lower enda, and also at right angles to the Centre Line of Railway. * (This Tiiblo in fupplemeritary to, a; d to he ufioJ iuilcad of Tahlo A, UfiMTiil Instructions No. 4, fur Arcli Ctilvurti, — For Box Culverts, boo Tublo A.) Ileight of Formation HALF LENOTIIS OF CULVKUTS. Level abovo paving. 4 foot. 5 fee*. f> foot. 8 feet. 10 ft. 12 ft. 14 ft. 16 ft. 18 ft. 20 ft. 73 feet. 1 113.5 111.0'l09.5 105.0 101.5 99.5 96.0 93.0 89.0 86.0 74 115.0 112.5 111.0 106.5 103.0 101.0 97.5 94.5 91.0 87.6 75 117.0 114.5113.0 108.0 1 1 105.0 102.5 99.0 96.0 92.5 89.5 76 118.5'llG.O 114.5 109.5 1 1 106.5 104.5 1 100.5 97.5 94.0 91.0 77 120.0 117.5 llO.o'lll.O 1 108.0 106.0 1 102 5 99.0 95.5 92.5 78 121.5 119.0 117.5 113.0 109.5 107.5 104.0,101.0 III' ' 97.0 94.0 79 123.0 120.5 119.0 114.5'111.0 1 1 1 109.0'l05.5jl02.5 99.0 95.5 1 80 125.0 122.5 121.0 116.0113.0 110.5'l07.o'l04.o'l00.5| 97.5 1 1 1 1 1 1 1 1 Note. — The lino of paving must always be a few inches ut least under tho lf)we8l point in the natural bed of atreums- See Genenil Instructions (No. 3) in reference to this. The height of formation level above lino of pavir.g at the intersection of centre line beinj; found in the first column, the half length of Arch of each kind will be seen in the respective columns opposite. The Wings, at least so much as extend beyond tho ends of tho Arch, are not included in the above half length*. TABLi: I. (z:.r.'0-4 Feet Arch Culverts. This is a Table of quantities in Four Feet Arch CuUerls, according to the accompanying Diagram and Dimensions given in Table G. The Masonry is calculated Vi a depth of Z feet under lurfacA oj Paving. The height oj formation level above surface on centre line being known, the quantities of Masonry and Paving in the whole structure will be found opposite. Paving is supposed to extend from the extremities oj wings at lowtr end, to 4 feel beyond the upper end, and includes retaining walls at foot of slopes. Per foot run of Culvert Masonry, 2.44 cub. yds. Paving, 0.0926 cub. yds. Additional for Lower End Do 25.56 " Do 0.8800 " Additional fo.- Upper End Do 29.82 " Do 0.6000 " Do do Retaining wall Do 1.5000 " <♦ f! Height of For- mation Level above Surface of Paving. ,13 u >-■ < o a bO a s> MASONRY. Cubic yards. PAVING. Cubie yards. Height of For- mation Level above Surface of Paving. 1 <<-■ o -3 bO P v> MASONRY. Cubic yards. PAVING. Cubic yards. 10 feet. 26 118.8 5.4 30 feet. 90 275.0 11.3 u 29 126.1 5.7 31 93 282.3 11.6 n 32 133.5 5.9 32 96 289.6 11.9 M: 35 140.8 6.2 33 99 290.9 12.2 14 38 148.1 6.5 34 102 304.2 12.5 yU.^' 42 157.9 6.8 35 106 314.0 12.8 :M-:: 45 165.2 7.1 36 109 321.3 13.1 17 48 172.5 7.5 37 112 328.6 13.4 18 51 179.8 7.7 38 115 335.9 136 19 54 187.1 8.0 39 118 343.2 13.9 20 58 196.9 8.3 40 122- 353.0 14.3 21 61 204.2 8.6 41 125 360.4 14.5 22 64 211.5 8.9 42 128 367.7 14.8 28 67 218.8 9.2 43 131 375.0 15.1 24 70 226.2 9.5 44 134 382.3 15.4 25 74 236.0 9.8 45 138 392.1 15.8 26 77 243.3 10.1 46 141 399.4 16.0 2T 80 250.6 10.4 47 144 406.7 16.3 21 83 257.9 10.7 48 147 414.0 16.6 m 86 265.2 10.9 1 19 150 421.3 16.9 ilverts. irdin? to T. The r. The own, the be found wings at r walls at I cub. yda. « " " •a \t ^ 11.3 11.6 11.9 12.2 12.5 12.8 13.1 13.4 136 13.9 14.3 14.5 14.8 15.1 15.4 15.8 16.0 16.3 16.6 16.9 TABLE \.— Continued, TJiis is a T'lble of quantities in Four Feet Arch Culverts, according to the acyiiuijxtnyiug Diagram and Dimensions given in Table G. The Masonry ix calculated to a di'pth oj ;j feet under surface of Paving. The heigiit of formntion level above surface on centre tine thing known, the quanlilies of Masonry and Paving in the wh'de structtir*' ivi/l bf found opposite. Paning is supposed to extend from the extremities of ivings at lower end, fo 4: feet b:yond the upper end, and includes retaining walls at foot of slopes. Per foot run of Culvert Additional for Lower P^nd Additional fur Upper EuJ Do Jo ..Masonry, 2.44 cub. yds. Paving, 0.0926 cub. yds. .. Do 25.5(5 " Do 0.8800 " Do 29.82 " Do 0.6000 " ..Retaining wall Do 1.5000 " Height of For- mation Level above Surface of Paving. Length cf Arch. MASONRY. Cubic yards. PAVING. Cubic yards. Height of For- mation Level above Surface of Paving. o < o .a 4^ to a t-1 MASONRY. Cubic yards. PAVING. Cubic yards. 50_fect. 154 431.1 17.3 66 205 555.6 22.0 51 157 438.4 17.6 • 67 208 5629 22.2 52 160 445.7 17.9 68 211 570.2 22.5 53 163 453.1 18.1 69 214 577.5 22.8 54 166 460.4 18.4 : 70 1 218 587.3 23.2 55 170 470.2 18.8 71 221 594.6 23.5 56 173 477.5 19.0 72 224 601.9 23.7 57 176 484.8 19.3 73 227 609.2 24.0 58 179 492.1 19.6 74 230 616.5 24.3 59 182 499.4 19.9 75 234 626.3 24.7 60 186 509.2 20.3 76 237 633.6 24.9 61 189 516.5 20.5 77 240 641.0 25.2 62 192 523.8 20.8 78 243 648.3 25.5 63 195 531.2 210 79 246 655.6 25.8 64 198 538.5 21.3 80 250 665.4 26.1 65 202 548.3 21.7 For approximate quantities in inclined Culverts, see special memoranda. I ! I i } 'i 1 i'i li ■ rM TABLE K. . {Lcuei)^d Feet Arch Culverts- T/iis is a Tabic of quaniUies in Five Feet Arch Cuiverta, according to the accompanying Diagram and Dimensions given in Table G. The Manonry is cafciilnted to a depth oj 3 feet under surface of Paving. The height of for null ion level above surjace on centre line being known, the quantities of Masonry and Paving in the whole structure will be Jound opposite. Paving is supvosed to extend from the extremilies oJ wings at lower end, to 5 feet beyona the upper end, and includes retaining walls at foot oJ slopes. Per foot run of Culvert Masonry, 2 92 cub. yds. Paving, 0.1.15 cub. yds. Additional for Lower End Do H5.()2 " Do 1.420 " Additional for Uiip^r Knd Do 37.35 " Do .966 " Do do Retaining wall Do 1.800 " I '^ ^ U O V •■ > rs &j 9 Cm o '-« .2 W =" ' - 13 feet. U 15 K) 17 18 19 20 21 22 23 24 2G 27 28 29 30 31 a (1 O to a ■B 32 35 38 41 44 47 50 53 5() 59 62 o O o l-H J3 3 165.8 174.6 183.3 192.1 200.9 209.6 218.4 227.1 235.9 244.6 253.4 65 262.2 69 273.9 72 282.6 75 291.4 78 300.1 81 308.9 85 320.6 88 329.3 8.5 8.9 9.3 9.7 10.1 10.5 10.9 11.3 11.7 12.1 12.5 13.0 13.5 13.9 14.3 14.7 15.1 15.6 10.0 • — 03 b. V u O > S (^"^ 3 M O MB a '2 ** o ® SI (2 a «i o 32 feet. 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 43 49 50 < <4-l o .3 a 1^ >1 'H o I .2 < * SI.? 91 338.1 16.5 94 .346.8 16.8 97 355.6 17.3 101 367.3 17.8 104 376.0 18.2 107 384.8 18.6 110 393.6 19.0 113 402.3 19.4 117 414.0 20.0 120 1 22 8 20.4 123 431.5 20.8 126 410.3 21.2 129 449.0 21.6 133 460.7 22.1 136 469.5 22.5 139 478.2 22.9 142 487.0 23.3 145 495.8 23.8 149 507.5 24.3 Jverts- rdinsr to 5. T/ie g. The own, the 7e Jound wings at walls at TAnLK U.—Contumed, Thic is a Table of quantities in Five Feet Arch Culverts, according to the accompanying Diagram and Dimensions given in Table G, The Mas nry is calculated to a depth of 3 Jest under surface of Paving. The height of formation level above surface on centre line being known, the quantities of Masonry and Paving in the whole structure tvill be found opposite. Paving is supposed to extend from the extremities of wings ai lower end, to 5 feet beyond the upper end, and includes retaining walls at foot of slopes. ;ub. yds. « > < TO M u 16.5 J 16.8 ; I7.:i 3 17.8 ) 18.2 B 18.6 L« 19.0 L 19.4 |) 20.0 L 20.4 L 20.8 L 1 21.2 1 21.6 i 22.1 1 K 22.5 ft 22.9 ft 23.3 ft 23.8 ft 24.3 Additional for Lower Knd Do 35.02 " Do 1.420 1. Adiiiional for Upper End Do 37.S5 " Do .966 « Do do Rctaininsr Wftll.. Do 1.800 « Height of For-| Illation Level above Surface of Paving. .a < o a VJ §1.? CO ^ Vi •3 ^ 1 ^ t ? s O > ed Ph «« . ■g o p «a i-i a c« .a < .a ■*-» 60 a .2 «•' .a < 3 • 00 . <-< kH .2 Oh 51feet. 152 516.2 24.7 j 1 66fcet. 1 200 656.4 31.1 52 155 524.9 25.1 ; 67 203 665.1 31.6 53 158 533.7 25.5 ()8 206 673.9 32.0 54 161 542.5 25.9 69 209 682.6 32.4 55 1(35 554.2 26.4 70 213 694.3 32.9 56 168 562,9 26.8 i 71 216 703.1 33.3 57 - 171 571.7 27.3 1 72 219 711.8 33.7 58 174 580 4 27.7 i 1 73 222 720.6 34.1 59 177 589.2 28.1 1 74 225 729.4 34.6 (;o 181 600.9 28.6 ! 75 229 741.1 35.1 61 184 609.6 29.0 76 232 749.8 35.5 62 187 618.4 29.4 77 235 758.6 35.9 63 190 627.2 29.8 78 238 767.3 36.3 64 193 635.9 30.2 79 241 776.1 36.7 65 197 647.6 30.7 80 245 787.8 37.2 For ap iroxiinate q iiantities i n inclined I Culverts, i ee special n lemornnda. T TABLi: L. {L(rcO—Q Feet Arcli Culverts. This I's a Table of quantities in six Feel Arch, Culcerls, according to the accompanying Diagram and Dimensions given in Table Cr. The Masionry is calculated t'j a depth of ?> f<'(t under kurf ace of Paving. The height nj formation level above surface on centre line being knoivn, the quantities .a O 24.6 25.4 26.0 26.5 27.1 27.7 28.5 29.1 29.7 30.3 30.8 31.6 32.2 32.7 33.3 33.9 34.7 35.3 35.9 24.6 25.4 26.0 26.5 27.1 27.7 28.5 . 29.1 29.7 30.3 30.8 31.6 32.2 32.7 33.3 33.9 34.7 35.3 35.9 TABLi: Ij.— Cont inn eif. This h a Table of quantities in Sia.' Feet Arch Culverts, accordinf^ to the accompanying Diagram and Dimensions ^iven in Table G. The Masonry is calculated to a depth oj 3 feet under surface of Paving. The height of formation level above surf ice on centre line being known, the quantities of Masonry and Paving in the whole structure will be found opposite. Paving is supposed to extend from the extremities of toings at lower end, to 6 feet boyond the tipper end, and includes retaining walls at foot oJ slopes. Per foot rui of Culvert ..MnBonry, .3.fi8 cub yds. Pavin g, 0.194 cub. yds. Additional for Lower E Additional for Upper E id Do -14.57 " Do " Do 2.2.36 1.555 a ad . . Do 47.00 (1 Do do ..Retainii ig wall Do 2.600 u Height of For- mation Level above Surface of Paving. Length cf Arch. MASONRY. Cubic yards. PAVING. Cubic yards. Height of For- mation Level above Surface of Paving. u < O -3 to a • .2 O 1 .2 i ^ PAVING. Cubic yards. ; 53 feet. 1 155 662.0 36.5 , I 67 feet 200 827.6 45.2 54 158 673.0 37.0 68 203 838.6 45.8 55 162 687.7 37.8 69 206 849.6 46.4 56 105 698.7 38.4 ! 70 210 864.4 47.2 57 168 709.8 38.9 71 213 875.4 47.7 58 171 720.8 39.5 72 216 886.4 48.3 59 174 731.9 40.1 73 219 897.5 48.9 60 178 746 6 40.9 74 222 908.5 49.4 61 181 757.6 41.5 75 226 923.2 50.2 62 184 768.7 42.1 76 229 934.3 50.8 63 187 779.7 42.7 77 232 945.3 51.4 64 190 790.7 43.2 78 235 956.4 52.0 65 194 805.5 44.0 79 238 967.4 516 66 197 816.5 44.6 80 242 982.1 53.4 For ap proximate quantities in inclined Culverts, s eo special n cm'jranda. iLi - - _-. "f TABLE JI. (Level)^Q Feet Arch Culverts. This is a Table of quantities in Eight Feet Arch Culvertu, according to the accompanying Diagram and Dimensions given m Table G, The Masonry is calculated to a depth oj '6 feet under surface of Paving. The height of formation level above surf ice on centre line being known, the quantities of Masonry and Paving in the whole structure toill be Jound opposite. Paving is .mpposed to extend from the extremities oJ winga at lower end, to 8 feet beyond the upper end, and includes retaining walls at foot oJ slopes. For foot run of Culvert Masonry, 0.I8 cub. yds. Paving, 0..S01 cub. yds. Additional for Lower Knd Do 67.«.'> " Do 4.213 " Additional for Upper End Do 75.00 " Do 3 000 " Do do Retaining wall Do 4.000 " " I — a> >-■ Of o O > -Ti ^H^ 3 to W rt o 1 Tibet, .19 M M 25 26 28 29 30 31 82 33 34 36 o .a » Hi 32 35 38 41 44 47 50 53 56 59 62 66 69 72 75 78 82 85 88 ^ I ^ 308.7 324.2 339.8 355.3 370.8 386.4 401.9 417.5 433.0 448.5 464.0 484.8 I 500.4 515.9 531.4 547.0 567.7 583.2 598.8 . 1 n 'O h. tz; 1 - M > -§ < ' e^ 20.8 i I — OJ u o ej O > j8 21.7 22.6 23.5 24.4 25.3 26.2 27.1 28.0 28.9 29.8 31.0 31.9 32.8 33.7 34.7 35.9 30.8 37.7 3 tX) ij; a cd o 36 feet 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 to a m 91 94 98 101 104 107 110 114 117 120 123 126 130 133 136 139 142 146 149 Pi '^ o 02 ■< 3 614.3 629.8 650.6 660.1 681.7 697.2 712.7 733.5 749.0 764.5 780.1 795.0 810.3 881.9 847.4 863.0 878.5 899.2 914.7 in en a «> .^* .a 3 38.6 39.5 40.7 41.0 42.5 43.4 44.3 45.5 46.4 47.3 48.2 49.1 50.3 51.2 52.1 53.0 54.0 55.2 56.1 'jtmi « 8 s > < 38.6 39.5 40.7 41.G 42.5 43.4 44.3 45.5 46.4 47.3 48.2 49.1 50.3 51.2 I 53.0 54.0 55.2 56.1 TABTiE m.—Continuaf. This is a Table of quantities in Eight Feet Arch Culverts, aca>rdino^ to the accompanying Diagram and Dimensions given in Table G. The MdSimrtj is calculated to a depth of 3 Ject under surface of Paving. The height oj formation level abore surface on centre line being known, the quantities of Masonry and Paving in the whole structure will be found opposite. Paving is supposed to extend from the extremities of wings at lower end, to 8 feel beyond the upper end, and includes retaining walls at foot of slopes. Per foot run of Culvert Masonry, .O.IS cub. yds. Paving, 0.301 cub. yds. AdJitioniil for Lower End Do t)7.1»5 " Do 4.2ia " Ad iiiional for Upper End Do 7.'). 00 <' Do 3.01)0 " Do do liotaining Wall Do 4.000 •' ii o o Cu 4> — . p^ !: to Q > ■t; o » a) •? -n > ft- " s rt c a 55 foet, 56 57 58 59 60 61 62 63 64 65 66 67 .a IH < o .a to a 152 155 158 162 165 168 171 174 178 181 184 187 190 • i ^ 1— I o o o m -a .a 3 < ft. s o l-c a> y tJ 3 to a > ti o o cs 930.3 945.8 961.4 982.1 997.6 1013.2 1028.7 1044.2 1065.0 1080.5 1096.1 1111.6 1127.1 57.0 57.9 58.8 60.0 60.9 61.8 62.7 63.6 64.8 65.7 66.6 67.5 68.4 68 feet. 69 70 71 72 73 74 75 76 77 78 79 80 a o < OB 194 197 200 203 206 210 213 216 219 222 226 229 232 1147.8 1163.4 1179.0 1194.5 1210.0 1230.7 1246.3 1261.8 1277.4 •a « .s < a 69.6 70.5 71.4 72.3 73.2 74.4 75.3 76.2 77.1 1292.9 78.0 1313.6 1329.1 1344.7 79.2 80.1 81.0 For approximate quantities in inclined Culvert?, see special memoranda. ,ir+r^- - •^ i. . ^t-: TABLE iV. {Level)— 10 Feet Arch Culverts. This is a Table of quanlitiea in Ten Feet Arch Culverts, according t^ the accompanying Diagram and Dimensions given in Table G. The Masonry is calculated to a depth of 3 feet under surface of Paving. The height o/ formation level above surface on centre line being known, the quantities of Masonry and Paving in the whole structure will be found opposite. Paving is supposfd to extend from the extremities of wings at lower end, to 10 feet bvyond the upper end, and includes retaining walls at foot oj slopes. Perfojt run of Culvert Masonry, S2 cub. yds. Paving, 0.120 cub. yds. A'Iditional for Lower Kn.i Uo 'JO.HI •' Do 7.00t) " Aiditional for Upper Knd Do 102 fiO " Do 4.!)i0 " Do do Retaining wall Do (i.SOO " ^ ,*' tJ ^ ■* a "3 («.t: > *; o a; e; 43 .- ^ a. 19teot. 20 21 22 23 24 25 2G 27 28- 29 30 31 32 ,33 34 35 3«J J3 u o .a To a &> 32 35 38 41 44 47 50 53 50 59 02 00 09 72 75 78 82 85 88 MASONRY. Cubic yards. PAVING. Cubi: yards. 417.1 32.2 , 1 437.0 33.4 458.1 34.7 i ^ £.2 ■So® a-S's 478.5 490.0 519.4 539.9 500.4 580.8 001.3 021.7 049.0 009.5 090.0 710.4 730.9 758.1 t i 8.0 99.1 30.0 37.2 38.5 39.7 41.0 42.2 43.5 44.8 40.4 47.7 49.0 50.2 51.5 53.2 .54.4 55.7 38foct. 39 40 41 42 43 44 45 40 47 48 49 50 51 52 53 54 55 50 43 o 43 a 91 94 98 101 104 107 110 114 117 120 123 120 130 133 1.30 139 142 140 149 •A O in < 4S 9 O 819.5 840.0 807.3 887.7 908.2 928.0 949.1 970.4 990.8 1017.3 1037.8 1058.2 1085.5 1100.0 1120.4 1140.9 1107.3 1194.0 1215.1 57.0 58.2 59.9 01.2 02.4 03.7 04.9 06.0 07.9 09.1 70.4 71.7 73.4 74.6 75.9 77.1 78.4 80.0 81.3 I verts. 'ding ti The . The ton, the 6 found lings at watts at cub. yds. •I ST. < ^ u 3 d u 57.0 58,2 59.9 61.2 62.4 63.7 64.9 66.6 67.9 69.1 70.4 71.7 73.4 74.6 75.9 77.1 78.4 80.0 81.3 TABLE ^.—Contimied. This is a Table of quantities in Ten Feet Arch Culverts, according tj the accompanying Diagram and Dimensions given in Table (f. The Masonry is calculated Vj a depth of 3 feet under surface oj Paving. The height oJ formation level above surface on centre line being known, the quantities of Masonry and Paving in the whole structure will be fnuni opposite. Paving is supposed to e.Ttend from the extremities of wings at lower end, to 10 feet beyond the upper end, and includes reiaimng walls at foot oj slopes. Per foot run of Culvert , .Masonry, 6.82 cub. yds. Paving, 0.i20 cub. yd?. Additional for Lower End Do 96.31 " Do 7.000 " Additional lor Upper End Do 1P2 60 " Do 4.1)40 «' Do do Retaining wall Do 6.800 " Height of For- rcation Level above Surface of Pnvirg. 1 Length of Arch. O 1 .Si < 3 PAVING. Cubi; yards. Height of For- mation Level above Surface , of Paving. Length of Arch. 1 1 MASONRY. ' Cubic yards. PAVING. Cubic yards. 57 feet. 152 12355 82.6 1 1 • 69 190 1494.7 98.5 58 155 1256.0 83.9 70 194 1522 100.2 59 158 1276.4 85.1 1 71 197 1542.4 101.5 60 162 1303.7 86.8 72 200 1562.9 102.7 61 165 1324.2 88.0 73 203 1583.4 104.0 62 168 1344.7 89.3 74 206 1603.8 105.3 63 171 1365.1 90.5 75 210 1631.1 1069 64 174 1385.6 91.8 76 213 16516 108.2 65 178 1412.9 93.5 77 216 1672.0 1095 66 181 1433.3 94.8 78 219 1692.5 110 7 67 184 1453.8 96.0 79 222 1713.0 112.0 68 187 1474.2 97.3 80 226 1740.3 113.7 For approximate quantities in inolined Culverts, see special memoranda. TABLK O. (Levcl)^l2 Feet Arch Culverts. This is (I Table of (luantilies in Twehe Feet Arch Culverl^, according tolhn accnvipanijing Diagrdin and Dimensions gir>rn in Table G. The Mastmry is calculated to a depth of [IJett under surface of Pairing. The height I tf for mat ion levii alxtm surface on centre line bting known, the (juantiti-'s of Mti.wnry and Pai'ing in the whole structure wilt l)e found opposite, ladling is supposed to extend from the fxtnmi'.ics of wings at lower end, to \'2 fed tjei/ond the upper (nd, and includes retaining icalls at foot of slope!-'. Per f"ot lun of Culvert MiiS'inry, S.oO cub. yds. I'aviii'.', iijl ful». ydd. Atblitioiiil »(ir Lj " '.I.8U0 " 7> n ''3 k. t^ O C4 1 ''> ^ y-i -> 3 > 048.9 77.4 [)74.4 79.0 108.4 81.3 133.9 82.9 159.4 84.5 184.9 8G.2 210.4 88.9 244.4 90.1 2(J9.9 91.7 295.4 93.8 320.9 95.0 34G.4 96.G 380.4 88.9 405.9 100.5 431.4 101.2 45G.9 103.8 482.4 105.5 51G.4 107.7 541.9 109.3 TABLi: ir— Continued, This is a Tabic of quantities in Fweloc Fed Arch Culverts^ according to the accompanying Diagram and DimnnsionH given in 7\ibte G. Tha Masonry is adculated to a, d«'.pth of 3 Jixt under surface of Paving. The height oj formation icvd above, surface, on centre tine being known, th> quantities of Mavmry and Paving in the whole structure- ivi/l f)e found opposite. Paving is .supposed to extend from the extremities of wings at lower end, to 12 f\vt beyond the upper end, and includes retaining walls at foot of slopes. Per foot run of Ciilvsrt Masonry, ?.f>0 cub. yds. Piiving, 0.,15l cub, yd«. Aillitioiiul for Lower End Do lUi.TO " Do 10.170 •' Ad liiinniil for Upper End Do 147.18 " Do 7.ai>5 " Do do , Rotaininj' Wall Dl 9.800 u ^ Cjj qj W-. , (3 > *; o « rt C3 C u o ja •^^ to a (J 58 foot, 59 GO 01 G2 03 G4 G5 60 67 G8 69 I 151 154 157 IGl 1G4 1G7 170 173 177 180 183 OS O «2 3 fc5 3 ♦507.41 111.0 1592.9 112.7 1618.41 114.3 I 1652.4 11G.5 1G77.9 118.2 U V (J O I* c4 PH «« • »-5 a to a > :2 o o ca k-. a ^ o c to n Pi , 3 >^ ^ O " CD < .J3 3 o o y. a, o 3 1703.4 1728.9 119.8 121.5 1754.4 123.1 1788.4' 125.3 1813.9 127.0 1839.4 128.6 70 72 74 75 76 77 78 79 80 186 ! 1864.9 130.3 189 1890.4 132.0 193 1924.4 134.2 19G 1949.9 135.8 199 1975.4 137.5 202 2000.9 138.2 205 2020.4 140.8 209 2060.4 ■ 143.0 212 2085.9 144.6 215 2111.4 i-tu.o 218 2136.9 147.9 221 2162.4 149.6 For approximate quantities in inclined Culvert?, see special memoranda. TABLK 1*. (Level)— I4i Feet Arch Culverts- TJtis in a Table of nuantitiea in Fourlcen Feel Arch Culverts, according to the accompanying JJiagram and Dimensions given in Table G. The Masonry in calculated to a depth i>J li feet under surface of Paving. The height of formation level above surface on centre line being known, the quantities of Masonry and Paving in the whole structure will bf found opposite. Paving is supposed to extend from the extremities of loings at lower end, to WJeet beyond the upper end, and includes retaining walls at foot of slopes. Per foot run of Culvert Masonry, 9.74 ov.b. yds. Paving, 0.70 cub. yds. Additional for Lower End Do 108.41 " U(. 14.03 " Additional for Upper End Do 188.48 " Do 10.88 " Do do Retaining Aviill Do 13.40 " I iil Height of For- mation Level above Surface of Paving. .a ui the e.rlremitir'n of wingn at lower end, l'> WJeet bcyoud the ujiper end, and includes retaining walls at foot oj slopea. Per foot rui Addltioniil 1 1 of Culv or LowL'r for Upjior do art Knd ...Mnfonr Do y, 0.74 cu 108.41 188.40 ig wall b. yds. Pav D " D D ng, 0.70 c . 14.l):i 10.83 i;mo ub. yds. << Additional Do End . . Do ...Uetalnii Height of For- niacion Level above Surface of Paving. • o J3 *-* M a MASONRY. I Cubic yards. PAVING. Cubic yards. Ueight of For- mation Level above Surface of Paving. 1 < o -a to a V 1^ MASONRY. Cubic yards. PAVING. 1 Cubic yards. . 59 feet. 147 1788.G 1 142.1; 70 feet. 182 2129.5 166.6 60 150 1817.8 144.2 1 71 185 2158.S 168.7 61 153 1847.1 146.3 72 189 - .97.7 171.5 62 157 1886.1 149.1 73 19 J _26.9 173.6 63 IGO 1915.3 151.2 74 195 225G2 175.7 64 1G3 1944.5 153.3 75 1 198 2285.4 177.8 65 ]GG 1973.7 155.4 76 201 2314.G 179.9 66 1G9 2002.9 157-5 77 205 2353.6 182.7 67 173 2041.9 1G0.3 78 208 2382.8 184.8 68 17G 2071.1 1G2.4 79 211 2412.0 186.9 69 179 2100.3 1G4.5 80 214 2441.2 189.0 For ap] 3roximato (£Uuntitios i a inclined Culverts, s( 30 spec'al m smoranda. TABLR a. (Zet;eO~16 Feet Arch Culverts. This is a Table of quantities in Sixteen Feet Arch Culverts, according in the accnm'panying Diagram and Dimensions given in Table G. The Masonry is ailcutat-id to a depth of 3 Jeet under surface of Paving. The height oj foynialidn level above surface on centre line being known, the quantities <»/ Misonrij and Paving in the ivhole structure will be found opposite. Paving is supposed to extend from the extremities of wings at lower end, to 16 fat beyond the upper end, and includes retaining walls at foot of slopes. Per foot run of Culvert .Mtsonry, 11.03 cub. yds. Paving, 0.850 culi. yds. Additional for Lower End Do 204.00 " Do 20.400 Ad lilional for Upper End Do 249.50 " Do 15.000 " Do do Retaining wall Do 18.7C0 " »< « U O > cj to "t; O 3 m u t>H- TO <» o .a o 1 = 1— ( Ij ght of tion ove S Pavin c Pi o '1 M to Xfl J3 > < rO 60 W) .£> r> ^ c ■< s s :2a-5=s 0) «< a o <; s 1-5 (^ PM H^ )-5 P«!5 &! 1 21 2.") 20 27 28 29 30 31 32 33 34 35 36 37 38 39 40 24 27 30 33 3(1 39 42 45 4S 51 54 58 Gl G4 67 70 74 77 80 732.6 767.5 802.4 837.3 872,2 907.1 942.0 976.9 1011.8 1046.7 1081.5 1128.0 1162.9 1197.8 i 1232.7 1267.6 1H14.1 1349.0 1383.9 74.5 77.0 79.6 82.1 84.7 87.3 89.8 92.4 94.9 97.4 100.0 103.4 106.9 108.5 111.0 113.6 117.0 119.6 41 feet. 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 122.1 59 83 86 90 93 96 99 102 106 109 112 xl5 118 122 125 128 131 134 138 141 1418.8 1453.7 1500.2 1535.1 1570.0 1604.9 1 1639.8 11j8U.3 1721.2 1756.1 1791.0 1825.9 1872.4 1907.3 1942.2 1977.1 2012.0 2058.5 2093.4 124.6 I 127.2 I 130.6 I 133.1 I I 135.7 ' 138.3 I 140.8 J 44. 2 146.7 149.3 151.8 154.4 157.8 I0O.4 16 -'.9 165.5 168.0 171.4 174.0 V J TABLE q,,—Cmtime(i, This is a Table ofquantitiea in S:xteen Feet Arch C.h^P^i. ^... j- to he accompanying bin gram and Dimensions gLen^^&^ Masonry IS calculated to a depth o^Z feet under LVfaC If int-, V height oj formation level above ' mrfaceoncSe iL^^h^^ i^^' 7;' "S o 4> :; 6X) *y ^ "-H 144 147 150 154 157 ICO 163 IGG 170 173 17G M u , h a n 09 < o o fe5 "a u a CO 3 O M < a, 3 2128.3 j 176.5 2163.2 j 179.1 2HI8.1 181.6 2244.6 2279.5 2314.4 2349.3 185.0 187.6 190.1 192.6 2384.2 j 195.2 2430.7 j 198.6 2465.5 ; 201.2 2500.4 I 203.7 « ^ S.2 . CS o rJ3 O o 60 O >^ -2 rt OS S2; 1 ^ o 1 .2 XJl x> < 3 S o 5 1.? For appro-xiiuate quantities in inclioea Culverts, see special memoranJa. 1= TABLE U. {Level)— IS Feet Arch Culverts. This is a Table of quantities in Eighteen Feet Arch Culverts^, according to the accompanying Diagram and Dimensions given in Table G. The Maxonry is calculated to a depth nj 3 feet under surface of Paving. The height of formation level above surface on centre line being known, the quantities of Masonry a"d Paving in the whole structure will be found opposite. Paving is supposed to extend from the extremilies of wings at lower end, lo IK feet beyond the upper eni, and includes retaining walls at foot of slopes. i ^K I ur iMDi nil K Atlilitioiiul i IT Lower Kiid .. J)o , 1 f . 1 a (juu 251. i;i . JfUff. I. U.VI D 11^, l.wi> i-u L. 26.50 « K Additiunal : or Upper Knd .. Do ai2.84 " Do 20.00 (1 1 ""' do ..Kctainin ir wall....... D( ) 23 SO l( Heigbt of For-; mation Level above Surface of Paving. | .a o .a to a g t» e3 c^*^ 3 bo 02 « < .a to u 1 .2 < ^ • SI.? 1 ; 2;ifeetJ ; 1 847.G 90.3 i 42foct. 1 79 1684.2 149.3 L \ 24 ' 23 890.1 93.3: 43 82 1726.7 152.3 i 25 26 032.6 96.3! 44 86 1783.4 156.3 26 29 975.2 99.3 1 45 89 1826.0 159.3 27 32 1017.7 102.3; 46 92 1868.5 162.3 1 28 35 1060.3 105.31 47 95 1911.1 165.3 29 38 1102.8 108.3 48 98 1953.6 168.3 30 41 1145.3 111.3: 1 49 102 2010.3 172.3 31 M 1187.9 114.3 50 105 2052.9 175.3 32 47 1230.4 117.3; 51 108 2095.4 178.3 1 33 50 1272.9 120.3 52 111 2137.9 181.3 34 54 1329.7 124.3 53 114 1 2180.5 184.3 1 35 57 1372.2 127.3 54 118 2237.2 188.3 86 GO 1414.7 130.3 55 121 2279.7 191.3 '■ 37 03 1457.3 133.3 56 124 2322.3 194.3 38 GO 1499.8 136.3 57 127 2364.8 197.3 39 70 1556.6 140.3 58 130 2407.4 200.3 40 73 1599.1 143.3 59 134 2i64.1 204.3 41 70 1641.6 146.3 60 137 2506.6 207.3 i TABLE n.—Contmucd. This is a Table of quantities in EiskU-en Feet irr/i r';//- -Hrrill ■.. .. . vo d 3 • •.. Retaini no- Willi 1)'> 2:!, SO Height of For mation Leve above Surface of Paving. 1 Length of Arch. 1 MASONRY. Cubic yards. Si.2 > -s 2 S Height of For-! mation Level above Surface' of Paving. Length of Arch. MASONRY. Cubic vanl.s. 2 ^ 1 1 61 feet. 140 , 2549.1 210.3 71 172 1 8002.9 1 242.8 62 148 2591.7 213.8 72 175 8045.5 245.8 63 146 2684.2 216.8 78 178 8088.0 248.8 64 150 2691.0 220.31 74 1 : • 182 8144.7 252.3 65 153 2788.5 228.8 75 185 3187.8 255.3 66 156 2776.0 1 226.8 7(5 188 8229.8 258.8 67 159 2818.6 229.8 77 190 3272.3 261.3 68 162 2861.1 282.8 78 194 8814.9 264.3 61> 166 2917.8 286.8 1 79 198 3371.6 ,268.8 70 169 roximate 2960.4 quantifies in 289.3 !i 80 201 3414.1 271.8 For app inclined Culvert=, se B special me moranda. TABLK S. iLeveiy^20 Feet Arch Culverts. - This is (I. Table of ijuanlilies in Twenty Feet Arch Culcerls, according to f fie (icc-.inpanying Diagram and Dimensions given in Table G, Tke MdKonri/ is calculated to a deplk oj 'iji"^i nv.der •^.v.rjace of Paving, llie height oJ' fur III a I ion level abnve. Kurjace on centre line In in g known, the quantifies of Maxonri/ and Paving in. tlieivholc structure will be Jound opposite. Paring is supposid to i.rlt.n(l from the e:ttreini!ies oJ wings at I'liovr end, to 20 feet beyond the ujjj^er eni, and includes retailing mills at foot of slopes. Per foot itin of Culvert Masonry, 17.48 cub. yds. Paving, 1.200 cub. yJa. A.UitMxinl (or Lower End Do 292.50 •' Do 33.570 Ad iilional for Upper End Do 397.81 " Do 26.000 " Do do Retaining wall Do 29.600 " o > a "S c2.S a > *> o • (4 a ^ 3 ia <3 • o Pi t: o a) ea o 1—1 a t-5 < 44 feet. 45 40 17 48 40 50 51 52 53 54 55 56 57 58 59 60 61 70 83 ^ij 80 02 05 09 102 105 108 111 115 118 121 124 127 131 134 3 13 ctl 3 2071.2 I 2141.1 2103.6 2240.0 2208.4 2350.0 2420.8 2473.3 < Oh 184.0 188 8 102.4 100.0 100.0 203.2 208.0 211.6 2525.7 ; 215.2 2578.1 2030.6 2700.5 2753.0 2805.4 2857.8 2010.2 2980.2 :^03i.6 218.8 222.4 097 230.8 234.4 238.0 241.6 246.4 250.0 13 70 2018.8 180.4 02 13; 3085.1 25>.0 Lilverts. ccording G. riie ig. llie H)wn. the he Jound wings (it walls at i) cub. yds. m '» tH 1^ M • «-• >■ -5 < o Oh 184.0 188 8 192.4 190.0 199.0 20:i.2 208.0 211.0 1 215.2 218.8 222.4 ) 227.2 ) 230.8 t 234.4 =i 238.0 i 241.0 > -J 1:40.4 [> 250.0 1 25>.G TAIII.E S.— Continued. foot oj slopes. ^ ^ "^^'"^ "''^' ^'"^ ^nclud,'., rdaining walls at Per fojt run of Culvert "Vfno 2(5.000 " lletaining wall Do 29.600 " 03 feet.: 140 64 65 66 67 68 69 70 71 143 147 50 3137.5 3189.9 3259,9 3312.3 153 j 3304.7 '50 j 3117.2 159 I 3409. (! 103 '\K 539.5 160 i 3592.0 257.2 2<;o.8 205.0 209.2 272.8 270.4 280.0 ■ 284.8 288.4 7-' feet.' 73 169 i 3644.4 74 75 70 77 78 79 80 For .ipproximate <|nantitio.s in 172 175 179 182 185 188 191 195 3090,9 3749.3 3819.2 3871.7 3921.1 3970 5 292.0 295.0 299.2 304.0 307.0 311.2 314.8 inclined Culverts, see special memoranda. 4029.0 318.4 4098.9 ! 323.2 TABLE T. EXPLANATIONS AND RLi JiliENCES. This is a Table of Quantities in the several kinds of open structures which will re(j^uire to he employed when the feet beyond es is taken to 3t, — for 3 feet et beyond the same points, iwing, (Sheet aust be made 'erts in 5 leet f span, — in 7 Sanlt, 1-52 per it,— in 12 feet >ank, 3-42 per jet outside of Lhs, according eet, 1.'] feet, — foet, — for 11 S feet, — for 15 , 35 feet, — for ince must be le span at the his Table, the ng walls were X 9 inches for foot in height lie rate of 2-46 peuings being TAIII.E T. 470.3 107.8 512.4 109.1 55G.4 110.5 602.0 111.8 649.5 113.2 698.9 114.5 •vl>-.,,C.,,. t I HM I ' 1 n E LEVATION . OIJ X DIAGRAM orAbiitinoiit for TJeam Bri(lj:>(\s refcncd to in Tabic T (>)IniniiN?4. CD ^'./. /'hr/^/'s^ //fA dtafl V*' -^.0 ■■■> LJ*^ '«iUu: iSilBl^^^* FRONT ELEVATION ^y/y/ ^yr /'///////" '//f/ ' ''y/rv/z/'VV D I A G R A N /'t^/n/ffr/tf^// Arir/. \ ■-/./y' W \ i m s'tf/yfu*' fj/Ji tii'tfiff /I M _/ _ ___ „ 1* . _ ^^ -^ ^ SECTION OF WING WALL B DIAGRAM /Wr/f//r/ff^/t /jiv/. SECTION CF ABUTMENT. =Z B =ilA HALF PLAN OF ABUTMENT. Mi 'T!!fiiripwnw«wii"iniuMiiwj*w^".>!-'F!J"»»'"**--^'-^';'!>, ' '■»* '■-'■fiT'-i