2/6/1980 - Laserfiche WebLink

Home Browse Search

RRTnar Nn an 42 MGE655 Attachment C Paae 1 of 2 MAINTENANCE RECOMMENDATIONS Bridge 884011 Extensive damage due to decay. Replace bridge as soon as possible. Bridge 880063 Replace existing abutment at each end of the bridge. Replace deck units in spans 1 and 6. Clean the spalls on the bottom of the deck in spans 2, 3 and 4. Tie all the slab units together in spans 2, 3 and 4" Replace the damaged guardrail section at the northeast end of the bridge. Bridge 884002 Replace deteriorated deck planking and stringers immediately. Post gross load limit is 6 tons. Schedule bridge for future replacement. Bridge 884028 Has erosion problems. On July 24, 1979, the east bound land was closed while repairs where made to a wash out at the southeast bridge end. The detailed inspection on August 20, 1979 indicated the repair work done to the wash out area as well as patching areas adjacent to the east bridge end were failing. On September 17, 1979 and December 18, 1979, visits to the site showed the wash out progressing to a critical stage, approaching the paved roadway. Replace the eroded roadway embankment and the slope at east bridge end and provide some means to channel the water from the bridge and the roadway away from the slope. Bridge 884040 Post bridge for gross load limit of 6 tons. Bridge 884010 Repair piling bent immediately. Post gross for load limit of 6 tons. Bridge 884014 Replace the exterior stringer in span 2 on the north side of the bridge. Post gross load limit of 6 tons. Bridge 884026 Replace bent cap No. 5 and deteriorated deck planking and stringers immediately. Eliminate erosion of embankment at bridge ends. Schedule bridge for future replacement. Post gross load limit of 6 tons immediately. Bridge 880042 Post narrow bridge signs on each approach. Bridge 880064 Spalls on the bottom of the deck exposing the rein- forcing steel. The steel is beginning to corrode. Patch spalls as soon as possible.