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North face section rotating forward 3.5" -- concrete rectangular <br />JE -233x* 5" 1340* & 1346* channel <br />JE -233b• Rotation of the north and south faces of <br />the channel have currently been <br />arrested by steel poles acting as starts. <br />Diagonal cracks in north face <br />JE 233c* Rotation of the north and south faces of <br />the channel have currently been <br />arrested by steel poles ming as struts. <br />Some struts are showing signs of <br />deflection/buckling, Diagonal cracks in <br />south face <br />JE -234 Rotation of the north and south faces of <br />the channel have currently been <br />arrested by steel poles acting as struts. <br />Vertical cracks in north face <br />Reach 2 (Redwood Branch): <br />concrete rectangular <br />1348', 1351'. channel <br />1353', 1354* & <br />1358' <br />1365', 1369' & concrete rectangular <br />1374* channel <br />713D & 714U concrete rectangular <br />channel <br />Waypoint I Observation Notes I RefI, Photos Channel LiningRE FOOD BCH (Approx 1500 LF between Hudson Sbeatand Oak Street) <br />RVV-102 Diagonal crack in north face. Comer of 357N, 358U, concrete rectangular channel <br />house above less than 4 ft. from face. North 359N & 36ON <br />face rotating forward. Next joint 1.5" <br />displacement <br />concrete rectangular <br />Concrete spelling and vertical cracking channel <br />RW -103 south face. 3615 & 3625 <br />RW -104 (Concrete spelling north side at top 2 feet 363U, 364D & <br />365N <br />RW -105 Ebener Street — diagonal cracking north 366U, 3670 & <br />RW -111 North side concrete breakout at 378N <br />expansion joint 1.5 feet <br />RW -1 12 Vertical hairline crack and breakout at top 379N <br />of north side <br />REV; 12-01-16 RL <br />Page 11 of 23 <br />ATT1'/AGR.2016.325/Wood Rodgers, Inc. <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />6.1.A. - Page 15 <br />face. Some repairs visible. Culvert good <br />368N <br />condition <br />RW -107 <br />Diagonal crack at angled expansion joint <br />371N & 372S <br />on north face. South face cracking in grout <br />surround of 8" lateral. 2.5' vertical drop by <br />12' horizontal <br />'' 108 <br />Concrete breakout possibly <br />373N <br />intentional to relieve drainage issue <br />above <br />RW -109 <br />Rotation forward north side 1" at joint. 30 ft. <br />374U, 375D, <br />long to next joint <br />376N <br />RW -110 <br />Vertical cracking north side <br />377N <br />RW -111 North side concrete breakout at 378N <br />expansion joint 1.5 feet <br />RW -1 12 Vertical hairline crack and breakout at top 379N <br />of north side <br />REV; 12-01-16 RL <br />Page 11 of 23 <br />ATT1'/AGR.2016.325/Wood Rodgers, Inc. <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />concrete rectangular <br />channel <br />6.1.A. - Page 15 <br />