Sample Record for 2017-04-03-19
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213793 DEA: 060W7004 EFIS: 0617000283
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-24.3/R29.0,R39.9/44.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA RESURFACING.
Location Description: FRESNO COUNTY ABOUT 7.8 MILES NORTH OF COALINGA FROM NORTH JUNCTION ROUTE 198 TO SOUTH JUNCTION ROUTE 33/5 AND FROM 0.1 MILE NORTH OF NORTH JUNCTION ROUTE 33/5 TO EL PROGRESSIO ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE CA 93420
Resident Engineer: Michael Stavropoulos Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-04-03-19
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/03/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2017
The quantity of what the sample constitutes: JMF HMA Design Data (Dispute Resolution)
A brief description of the sample: Combined RAP (Dispute Resolution)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Avenal
Material Information
RAP Source: SPM Avenal
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2017-04-03-19-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/01/2019.
Reason: corrected
Test 2 of 3
DIME Test ID: 2017-04-03-19-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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6.72 %
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Mass Loss
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no data
|
Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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Test 3 of 3
DIME Test ID: 2017-04-03-19-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
99 %
|
Cumulative percent passing the 3/8 in. sieve
|
91 %
|
Cumulative percent passing the 1/4 in. sieve
|
91 %
|
Cumulative percent passing the #4 sieve
|
53 %
|
Cumulative percent passing the #8 sieve
|
34 %
|
Cumulative percent passing the #16 sieve
|
25 %
|
Cumulative percent passing the #30 sieve
|
20 %
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Cumulative percent passing the #50 sieve
|
16 %
|
Cumulative percent passing the #100 sieve
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11 %
|
Cumulative percent passing the #200 sieve
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7.3 %
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