102 THE KANSAS CITY BRIDGE. PIER No. 3. Masonry, 873 c. yardS..........cc cece ee cee cece ee eee eeereee 3,653,505 Ibs. Beton, 833 c. yards Bee edediehs rate eisai dere Fels ety etd eeelete ters aie siteraleisisle 3,036,285 “ TYUSS. 2. eee eee eee ee ee 245,000 * Draw, 90 feet... ee cece ccc cee cee eee tee eee eens ee 172,800 “ Moving load, 181.5 feet... 2... ce eee eee ees 406,560 “ 0 0 7,514,150 “ Area of base, 1,087.12 sq. ft.; pressure per sq. ft., 6,911.92 lbs.; pressure per sq. inch, 48 lbs. PIER No. 4. Inverted caisson...... apes asbes wands wang Gee tangend ons ao 291,625 Ibs. Seetion 2, “gc cerecesctecocpansrgndunergeesetslepeweadgnea 95,810 -* CEB esos coe sae ey oii Te hils a few e cee ony cede on 6 95,150 “ Masonry, 1,109 c. yards.........s0..s00+- Uke a oesuoipieie et wt gid ae sol 4,631,165 “ Beton, 1,169 ©. yards, ... 0.6. sec ete ete c ester cece aeneees 4,261,005 “ TYUSBER. 2. ety cee et te eee ce corte mene terse eceseons 572,180 “ Moving load, 225 foot ee re ee ee ee 504,000 “ Total .eceee eae Cine cocbhagrqecbuhes ;eeraa. 10,450,935“ Area of base, 1,821.87 sq. ft. ; pressure per sq. ft., 7,906.15 lbs.; pressure per sq. inch, 54.9 lbs. PIER No. 5. Masonry, 820 ¢. yards........ cece cece cece cee tece veces eee. 3,421,700 lbs. Timber footing... 1.5 -crcstee rete ce et sect pe teers escapes 100,000‘ TYUSSES. 2. ee cece ee eee ee cee cece beeen ete e eens 572,180 “ Moving load, 225 feet... cece cc cee cece ee erence teens 504,000 <‘* 0 0) 2) 4,597,880 ‘ 144 piles ; weight per pile, 31,929.17 Ibs. PIER No. 6. Masonry 656 c. yards........ cece cee e eect eee cee eeeee 2,776,016 lbs. Timber footing. ...... 0. ccc cece eee cee cece cee cence eens 100,000 “ TYUSSOS. 2... eee cee ce cc ee ce eee e neces weet test ee neane 452,900 “ Moving load, 188 feet...... ccc ccc ce cee eer eee nee 421,120 “ otal...