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66" Avenue and 16" Street Improvements EXH , Universal Proposal No. 9996. 0209. 00008 rev BIT A Pa e 3 Scheduling And Cost Estimate The field work can be scheduled to begin , based on our Present schedule , within one week after receiving the written authorization to proceed . Universal expects the field work to require require approximately two to three days to prepare a2 working days to complete . Our laboratory testing analysis and report preparation will after completion of the field work . A final zation geotechnical report should be submitted within three weeks from receiving the authori to proceed . If this schedule needs to be amended or if special scheduling considera required please advice us . tion is The fee for the subsurface exploration and geotechnical engineering report is $ 2 , 593 . 00 . This estimate will not be exceeded without prior written authorization . For specific terms of the proposed work , please refer to our continuing services contract terms and conditions . CONSTRUCTION MATERIALS TESTING ( CMT) SCOPE OF SERVICES Based on review of the project documents and our experience in the area , provide the following : Universal will • On -call earthwork , asphalt and concrete testing • Engineering overview of our services The laboratory testing will be performed out of our Fort Pierce , Florida office with additional support from our Rockledge , Florida office , if required . During the duration of the project all technicians and personnel involved with the construction testing and inspection will be supervised by a Professional Engineer ( P . E . ) registered in the State of Florida . The following assumptions were made to develop the estimated scope of services : • Roadway construction will be phased into at least two separate operations , travel lane , and compaction tests will be performed every 500 linear feet . one per • Curb pad and stabilized shoulders will be constructed as a separate operation from the mainline roadway construction , and compaction tests will be performed every 500 linear feet . • Stabilized subgrade will be sampled and tested for Limerock Bearing Ratio ( LBR ) every 1 , 000 linear feet per width of roadway operation and density will be checked as a single 124ch lift . • Base course will be sampled and tested for Limerock Bearing Ratio (LBR ) every 2 , 000 linear feet per width of roadway operation and density will be checked as two 4 - inch lifts . • Utility pipe and structures will be tested for compaction for the full depth of fill in 6 - inch lifts at 100 % of a standard Proctor test (AASHTO T99 ) in accordance with the project plans . Tests will be performed at a minimum frequency of one per every 200 linear feet or one per pipe run . • A minimum of three feet ( vertical ) of roadway subgrade ( embankment) will be compacted and tested at a frequency of one per every 500 linear feet . • No compaction testing will be required for the perforated bituminous coated corrugated metal pipe ( BCCMP ) . • No density compaction testing will be required for the 4- inch underdrains .