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02/19/2010 16:25 FAX 541 682 5366 CITY EUGENE PTV ENG 4 WILDISH CONST 0003/01po <br />PART III - TECHNICAL SPECIFICATIONS <br />101-4.1 MEASUREMENT <br />b. Pavement Removal: (page 68) <br />(:ADD) "Pavement Removal" is the area and volume of pavement in the areas shown on the plans to <br />be reconstructed. <br />152-2.2 EXCAVATION <br />b. Compaction Requirements. (page 71) <br />(DELETE) The second sentence of the second paragraph. <br />(ADD) "In-place densities and moisture content can be determined using ASTM D 6938 provided <br />calibration is done in accordance with Section 120 of this specification. All testing shall be done by the <br />Contractor. Testing results shall be furnished daily to the Engineer for acceptance determination. <br />1.52-2.5 FOMENTATION OF EMBANKMENTS (SHOULDERS) (page 71) <br />(ADD) This section refers to areas outside of pavement. <br />(ADD) No rocks =renter than 2 inches shall remain in the finished surface. <br />154-3.4 FINISHING AND COMPACTING (page 77) <br />(ADD) Add to the third paragraph. ".1f the specified density is not attained, the area shall be reworked <br />and/or recompacted and retested. This procedure shall be followed until the specified density is reached." <br />208-3.3 a. PLACING (page 81) <br />(DELETE) The fourth sentence. <br />401-4.3 MAULING EQUPMENT <br />a. Material Transfer Machines (page 91.) <br />(ADD) "A pick-up machine meets the requirements." <br />610-3.3 ACCEPTANCE SAMPLING AND TESTING (page 149) <br />(ADD) After "sampled" in the second sentence, "by the Engineer" <br />610-3.10 PLACING CONCRETE (page 150) <br />(DELETE) The first sentence of the first paragraph. <br />(CHANGE) "i hour" to "90 minutes" <br />Addendum - Job 44625 Page 2 <br />