Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location *

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

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ASEC Technician Name

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<div class="zw-line-content" style="text-align: left"><span class="zw-portion" data-text-len="86">Our AS Engineering and Consulting (ASEC) representative was on site for the purpose of </span><span class="zw-portion" data-text-len="84">providing visual quality control inspection and testing services. Visual observation</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="83">techniques were employed to verify compliance with project drawings/specifications,</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="88">applicable codes, and materials submittals. The following observations were made on site</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content" style="text-align: left"><span class="zw-portion" data-text-len="65">today for the placement of asphalt paving.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="88">Our ASEC representative observed that approximately two (2) inches of asphalt was placed</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="91">on Milton Road (an area that was previously milled from Teasley Street to and including the</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="96">intersection at Roswell/Canton Street).  This area also included a small parking lot in front of</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="87">the Alpharetta Animal Hospital.  Paving equipment (two smooth-drum rollers, a pneumatic</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="10">roller, a </span><span class="zw-portion" data-text-len="6">LeeBoy</span><span class="zw-portion" data-text-len="72"> 8616B Paver plus various equipment) was staged while all sections to be</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="88">paved were blown off and swept clean.  Our representative also observed that a tack coat</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="89">was applied to each section prior to paving.   A 12.5 MM Super Paver mix (Mix </span><span class="zw-portion" data-text-len="87">Design ID #48R-12.5SP-117-4) was the material used from Metro Materials Inc, located in</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="14">Doraville, GA.</span><span class="EOP EOP-readonly"> </span></div>
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<div class="zw-line-content" style="text-align: left"><span class="zw-portion" data-text-len="90">During asphalt placement, asphalt temperatures were periodically as trucks arrived on site</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="89">and prior to placement.  All asphalt temperatures checked averaged 290 degrees Fahrenheit</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content" style="text-align: left"><span class="zw-portion" data-text-len="9">or above.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="89">Following asphalt placement and compaction, density testing was completed using a Troxler</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="21">3430 (serial #39588).</span><span class="EOP EOP-readonly">   The asphalt specific gravity is 2.474.  Target density for the compacted asphalt is 154.4 pcf.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="90">Initial compaction testing was performed on the parking lot section in front of Alpharetta</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="16">Animal Hospital:</span><span class="EOP EOP-readonly"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="82">Test #1 location was the west side of the parking area.  Further re-compaction was</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="73">requested and completed with the smooth drum roller and pneumatic roller.</span></div>
<div class="zw-line-content"><span class="EOP EOP-readonly">Wet Density = 135 pcf with a compaction of 87.4%.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="92">Test #2 location was the east side of the parking area.  </span></div>
<div>Wet Density = 134 pcf with a compaction of 86.8%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="92">Further re-compaction was requested</span><span class="zw-portion" data-text-len="1"> for the area in the vicinity of Tests #1 and #2</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="77">which was completed with the smooth drum roller and pneumatic roller.</span></div>
<div class="zw-line-content"><span class="zw-portion" data-text-len="77">Test #1 (retest):  Wet Density = 141 pcf with a compaction of 91.3%.</span></div>
<div class="zw-line-content"><span class="zw-portion" data-text-len="77">Test #2 (retest): Wet Density = 142 pcf with a compaction of 92.0%. </span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="64">Test #3 location was Milton Road west section (east bound lane).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 141 pcf with a compaction of 91.3%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="73">Test #4 location was the center section of Milton Road (east bound lane).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 142 pcf with a compaction of 92.0%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="71">Test #5 location was the east section of Milton Road (east bound lane).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 141 pcf with a compaction of 91.3%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="81">Test #6 location was the Milton/Roswell &amp; Canton Street intersection (southwest).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 135 pcf with a compaction of 87.4%.</div>
<div>Test #6 (retest) = Wet Density = 142 pcf with a compaction of 92.0%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="92">Test #7 location was the Milton/Roswell &amp; Canton St intersection (southeast).  Additional re</span><span class="zw-portion" data-text-len="1">-</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="86">compaction was requested and completed with a smooth drum roller and pneumatic roller.</span><span class="zw-portion" data-text-len="1"> </span></div>
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<div>Wet Density = 134 pcf with a compaction of 86.8%.</div>
<div>Test #7 (retest) = Wet Density = 144 pcf with a compaction of 93.3%</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="77">Test #8 location was the center of Milton Road just west of the intersection.</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 140 pcf with a compaction of 90.7%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="57">Test #9 location was the center of Milton Road (halfway).</span><span class="EOP EOP-readonly">
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<div>Wet Density = 141 pcf with a compaction of 91.3%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="59">Test #10 location was the center of Milton Road (west end).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 142 pcf with a compaction of 92.0%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="63">Test #11 location was the west end of Milton Road (north lane).</span><span class="EOP EOP-readonly"> </span></div>
<div>Wet Density = 142 pcf with a compaction of 92.0%.</div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="61">Test #12 location was the center of Milton Road (north lane).</span></div>
<div class="zw-line-content"><span class="EOP EOP-readonly"> Wet Density = 140 pcf with a compaction of 90.7%.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="63">Test #13 location was the east end of Milton Road (north lane).</span><span class="EOP EOP-readonly"> </span></div>
<div><span class="EOP EOP-readonly">Wet Density = 143 pcf with a compaction of 92.6%.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="82">Test #14 location was the Milton/Roswell &amp; Canton Street intersection (northeast).</span><span class="EOP EOP-readonly"> </span></div>
<div><span class="EOP EOP-readonly">Wet Density = 140 pcf with a compaction of 90.7%.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="82">Test #15 location was the Milton/Roswell &amp; Canton Street intersection (northwest).</span><span class="EOP EOP-readonly"> </span></div>
<div><span class="EOP EOP-readonly">Wet Density = 143 pcf with a compaction of 92.6%.</span></div>
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<div class="zw-line-content"><span class="zw-portion" data-text-len="91">Note:  Copies of all delivery tickets were taken and are available for review upon request.</span><span class="EOP EOP-readonly"> </span></div>
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