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22 <br /> 4.3 INSPECTION OBSERVATIONS THAT MUST STRAIGHT BOWED 1 <br /> BE RECORDED LINE The visual inspection is performed to allow the dam I t, VIEWING / <br /> owner to be knowledgeable about the condition of his I 1 <br /> dam and to allow any problems to be identified when I I <br /> they begin to develop. An accurate and detailed des- <br /> cription of the condition of the dam observed during J(, <br /> each inspection will make possible meaningful com- <br /> parisons of conditions. MAN SIGHTING THROUGH EYES THROUGH EYF4 <br /> A!I measurements and descriptive details that are 2 3 <br /> required to portray an accurate picture of the dam's <br /> current condition must be recorded.This information <br /> falls into three categories: STRAIGHT BOWED <br /> T <br /> LOCATION — The location of any questionable <br /> area or condition must be accurately described to <br /> allow that area or condition to be properly evaluated. <br /> The location along the length of the dam, as well as # p <br /> height above the toe or distance down from the dam's 111 <br /> crest, must be established and recorded. The same MAN SIGHTING THROUGH EYES THROUGH EYp <br /> applies to conditions associated with the outlet or 4 5 6 J <br /> spillway. <br /> EXTENT OF AREA—The length,width,and depth FIGURE// I SIGHTING TECHNIQUE <br /> or height of any area where a suspected problem is When checking alignment on parts of the dam centet� <br /> found. eyes along the line being viewed. Sighting along the, <br /> DESCRIPTIVE DETAIL—Abriefyetdetaileddes- line, move from side to side a little to view the lick <br /> cription of a condition or observation must be given. from several angles. <br /> Some description items are: For example, sighting along the edge of the crest: <br /> QUANTITY OF DRAIN OUTFLOWS <br /> QUANTITY OF SEEPAGE FROM POINT AND <br /> AREA SOURCES F f i f <br /> COLOR OR QUANTITY OF SEDIMENT IN c o 0 0 <br /> WATER 0 <br /> o f o 0 0 <br /> DEPTH OF DETERIORATION IN CONCRETE I w 1 <br /> I I <br /> LENGTH, DISPLACEMENT, AND DEPTH OF u l u u I u l <br /> CRACKS I I I <br /> IS AREA MOIST, WET, OR SATURATED? <br /> IS PROTECTIVE COVER ADEQUATE? <br /> I / II II II <br /> IS SURFACE DRAINAGE ADEQUATE? t t t <br /> DO SLOPES LOOK TOO STEEP? <br /> DOES DETERIORATION APPEAR TO BE <br /> RAPID OR SLOW? <br /> HAVE CONDITIONS CHANGED? 1 2 3 4 <br /> The above listing of inspection findings that must be STRAIGHT BOWED <br /> recorded is not meant to be a complete list but is to FIGURE 4.4-2 SIGHTING ALONG CREST <br /> serve as a guide. Keep in mind that if the inspector Looking through a pair of binoculars will help to <br /> thinks a condition has changed since the last inspec- make changes more obvious. <br /> tion he must make note of it. He should also take a 4.5 SOME TYPICAL PROBLEMS <br /> photo and put it into his file,carefully noting the date <br /> and writing a description of the scene shown on the Various conditions are seen during the inspection that <br /> photo. may indicate a developing problem. A few of these <br /> 4.4 SIGHTING TECHNIQUE willbediscussedheretodemonstratewhattheinspec- <br /> tor needs to do and how the equipment should be <br /> A sighting technique similar to that used when select- helpful. <br /> ing straight pieces of lumber can be useful in identify- <br /> ing misalignments as well as high or low areas along a <br /> surface. The technique is illustrated. <br />