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2009-055
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2009-055
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Last modified
3/2/2016 2:23:05 PM
Creation date
10/1/2015 3:17:47 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
03/03/2009
Control Number
2009-055
Agenda Item Number
8.R.
Entity Name
Dunkelberger Engineering & Testing
Subject
5th Street SW Bridge Replacement 43rd Ave Improvements
Work Order No.1
Area
5th St. SW
Project Number
0206
Supplemental fields
SmeadsoftID
10470
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EIndian River County Project # 0206 9 Page 2 <br /> Project No . PSL -07 - 2558 (BG 10 . 6 ) <br /> • In -place density testing during backfilling of storm drains and catch basins for each 1 ,& <br /> foot lift of backfill placed from the bottom of the structure up to an elevation <br /> corresponding to final grade . <br /> • In -place density testing during backfilling of the rigid and flexible pipelines . Below <br /> pavement areas , density tests will be performed at a frequency of one test location for <br /> each 200 lineal feet (or fraction thereof) of pipe . At each roadway or driveway crossing, <br /> density tests will be performed for each i400t lift of backfill placed starting at an <br /> elevation corresponding to the invert of the pipe and extending up to the final grade . <br /> • In-place density tests within the stabilized subgrade and base course layers at a frequency <br /> of 1 test for each 200 lineal feet of roadway . <br /> • In -place density tests at the subgrade for the approach slabs and sidewalks prior to <br /> concrete placement. <br /> • Sampling, slump testing, molding, transporting, curing, and laboratory testing to <br /> determine the compressive strength of concrete used for the bridge construction (pile <br /> caps , railings and approach slabs) as well as for the sidewalk and curbing. <br /> Laboratory Testing <br /> • Perform laboratory moisture- density relationship (Proctor) tests (AASHTO T- 180 and <br /> AASHTO T-99) and sieve analysis (percent fines) on the embankment fill and/or pipe <br /> backfill soils . <br /> • Limerock Bearing Ratio (LBR) tests for stabilized subgrade and base course within the <br /> roadways . <br /> Asphalt Paving & Testing <br /> • Asphalt plant observations and laboratory testing by a CTQP Plant Level I Asphalt <br /> Technician as the asphalt hot mix is produced at the plant . The laboratory testing will <br /> include extraction/gradation testing on selected asphalt samples . <br /> • Paving observations by a field technician to verify thickness , temperature , and mix design <br /> tickets during asphalt placement. <br /> • Coring of the asphalt at four (4 ) locations for subsequent laboratory testing to verify <br /> asphalt thickness and density . <br /> Engineering & Reporlin � <br /> • Engineering oversight during the construction to coordinate the aforementioned test <br /> program, make site visits , and attend progress meetings . <br /> ® ui lkelhergewV <br />
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