Products - Metal - Handling Weights for CSP

Standard Sizes, End Areas and Handling Weights for CSP


(Blank spaces indicate that CSP is not normal industry inventory or practice, in most cases it can be supplied on special order)
Pipe Diam. Inches End Area Sq. Ft. Equivalent
Pipe-Arch
Handling Weight & Availability
ZINC-COATED CSP
Handling Weight & Availability
ASPHALT-COATED
Handling Weight & Availability
ASPHALT-COATED
PAVED INVERT
Span & Rise
Inches
End Area
Sq. Ft.
Pounds per lineal foot Pounds per lineal foot Pounds per lineal foot
A. CORRUGATION PROFILE PROFILE 1 1/2" X 1/4" (HELICAL CSP ONLY)
THICKNESS (Inches) THICKNESS (Inches) THICKNESS (Inches)
0.052 0.064 0.052 0.064 0.052 0.064
6 0.2 - - 3.9 4.8 4.9 5.9 - -
8 0.4 - - 5.2 6.3 6.5 7.6 - -
10 0.5 - - 6.5 7.7 8.1 9.3 - -
NOTE: Perforated sub-drains will weigh slightly less.
B. CORRUGATION PROFILE 2 2/3" X 1/2" (HELICAL & RIVETED CSP)
Pipe Dia. In. End Area Sq. Ft. Equivalent Pipe-Arch THICKNESS (Inches) Zinc THICKNESS (Inches) Asphalt THICKNESS (Inches) Asphalt & Paved
Span & Rise Ft. End Area Sq. Ft. .052 .064 .079 .109 .138 .168 .052 .064 .079 .109 .138 .168 .052 .064 .079 .109 .138 .168
12 0.8 9 11 13 - - - 11 13 15 - - - 14 16 18 - - -
15 1.2 17 x 13 1.1 11 13 16 - - - 14 16 19 - - - 17 19 22 - - -
18 1.8 21 x 15 1.6 12 15 19 26 - - 16 19 23 30 - - 20 23 27 34 - -
21 2.4 24 x 18 2.2 15 18 22 31 - - 18 21 25 34 - - 23 26 30 38 - -
24 3.1 28 x 20 2.9 16 20 25 34 - - 20 24 29 38 - - 26 30 35 44 - -
30 4.9 35 x 24 4.5 20 24 30 41 - - 26 30 36 47 - - 32 36 42 53 - -
36 7.1 42 x 29 6.5 24 29 36 49 62 - 31 36 43 56 69 - 39 44 51 64 77 -
42 9.6 49 x 33 8.9 28 34 42 57 72 - 36 42 50 65 80 - 45 51 59 74 89 -
48 12.6 57 x 38 11.6 31 38 48 65 82 100 41 48 58 75 92 110 50 57 67 84 101 119
54 15.9 64 x 43 14.7 - - 54 73 92 112 - - 62 84 103 123 - - 76 95 114 134
60 19.6 71 x 47 18.1 - - 60 81 103 124 - - 71 92 114 135 - - 85 106 128 149
66 23.8 77 x 52 21.9 - - 65 89 113 137 - - 77 101 125 149 - - 93 117 141 165
72 28.3 83 x 57 26.0 - - - 98 123 149 - - - 112 137 163 - - - 129 154 180
78 33.2 - - - - - 105 133 161 - - - 121 145 177 - - - 138 166 194
84 38.5 - - - - - - 144 173 - - - - 161 190 - - - - 179 208
90 44.2 - - - - - - 154 186 - - - - 172 204 - - - - 192 224
96 50.3 - - - - - - - 198 - - - - - 217 - - - - - 239
NOTE: The weights in these tables are based on helical lock-seam fabrication, and are approximate. Riveted CSP will weigh slightly more
C. CORRUGATION PROFILE 3" X 1" or 5" X 1" (HELICAL & RIVETED CSP)
Pipe Dia. In. End Area Sq. Ft. Equivalent Pipe-Arch THICKNESS (Inches) Zinc THICKNESS (Inches) Asphalt THICKNESS (Inches) Asphalt & Paved
Span & Rise Ft. End Area Sq. Ft. .064 .079 .109 .138 .168 .064 .079 .109 .138 .168 .064 .079 .109 .138 .168
54 15.9 60 x 46 15.6 50 61 83 106 129 66 77 100 123 146 84 95 118 140 163
60 19.6 66 x 51 19.3 55 67 92 118 143 73 86 110 136 161 93 105 130 156 181
66 23.8 73 x 55 23.2 60 74 101 129 157 80 94 121 149 177 102 116 143 171 199
72 29.3 81 x 59 29.4 66 81 110 140 171 88 102 132 162 193 111 126 156 186 217
78 33.2 87 x 63 32.1 71 87 119 152 185 95 111 143 176 209 121 137 169 202 235
84 38.5 95 x 67 37.0 77 94 128 164 199 102 119 154 189 224 130 147 182 217 253
90 44.2 103 x 71 42.4 82 100 137 175 213 109 127 164 202 240 140 158 195 233 271
96 50.3 112 x 75 48.0 87 107 147 188 228 116 136 176 217 257 149 169 209 250 290
102 56.7 117 x 79 54.2 93 114 155 198 241 124 145 186 229 272 158 179 220 263 306
108 63.6 128 x 83 60.5 98 120 165 211 256 131 153 198 244 289 166 188 233 279 324
114 70.9 137 x 87 67.4 104 127 174 222 271 139 162 209 257 306 176 199 246 294 343
120 78.5 142 x 91 74.5 109 134 183 234 284 146 171 220 271 321 183 210 259 310 360
126 86.6 - - - 142 195 247 301 - 180 233 285 339 - 221 274 326 380
132 95.0 - - - 148 204 259 315 - 188 244 299 355 - 231 287 342 398
138 103.9 - - - 154 213 270 328 - 196 255 312 370 - 241 300 357 415
144 113.1 - - - - 223 282 344 - - 267 326 388 - - 314 373 435
*5" X 1" weighs approximately 12" less than 3" X 1"

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