Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212852 DEA: 010H7604
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-33.0/42.0
Work Description: Fire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal.
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: MUNES NASH Structure Rep.: Unknown
DIME Sample ID: 2018-02-20-25
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 02/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2018
The quantity of what the sample constitutes: renewal
A brief description of the sample: RAP ignition 1
From where was the sample collected: Manufacturer
Laboratory sample identification: 61894
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
RAP Source: granite ukiah
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2018-02-20-25-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/30/2018
Date Tested: 03/30/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve
|
no data
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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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
99.5 %
|
Cumulative percent passing the 1/4 in. sieve
|
99.5 %
|
Cumulative percent passing the #4 sieve
|
72.6 %
|
Cumulative percent passing the #8 sieve
|
48.2 %
|
Cumulative percent passing the #16 sieve
|
32.2 %
|
Cumulative percent passing the #30 sieve
|
22.5 %
|
Cumulative percent passing the #50 sieve
|
16.1 %
|
Cumulative percent passing the #100 sieve
|
11.9 %
|
Cumulative percent passing the #200 sieve
|
8.8 %
|
DIME Test ID: 2018-02-20-25-2
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: 03/30/2018
Date Tested: 03/30/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
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Corrected Asphalt Binder Content
|
5.34 %
|
Mass Loss
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no data
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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
|