Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995089 DEA: 010M8104 EFIS: 0123000072
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-7/42
Work Description:
Location Description:
Contractor Name: Pacific Coast Drilling Co., Inc.
Contractor Address: 364 Bellevue Ave., Santa Rosa 95407
Resident Engineer: Cody Long Structure Rep.: George Moore
DIME Sample ID: 2024-07-18-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Fortuna Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2024
The quantity of what the sample constitutes: 1 Working Day
A brief description of the sample: 3/4" HMA w/ RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser — Plant B (Fortuna, CA)
DIME Test ID: 2024-07-18-8-1
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: 08/05/2024
Date Tested: 08/05/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3996.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6430.1 g
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Mass of HMA Sample prior to ignition
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2433.3 g
|
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Corrected Asphalt Binder Content
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5.81 %
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Mass Loss
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130.9 g
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Mass of aggregate remaining after ignition
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2302.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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-0.43 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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482 F
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DIME Test ID: 2024-07-18-8-2
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: 08/05/2024
Date Tested: 07/22/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: RAP
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3997.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5608.9 g
|
|
Mass of HMA Sample prior to ignition
|
1611 g
|
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Corrected Asphalt Binder Content
|
6.12 %
|
|
Mass Loss
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98.6 g
|
|
Mass of aggregate remaining after ignition
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1512.4 g
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Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2024-07-18-8-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/05/2024
Date Tested: 08/05/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Is an aggregate correction factor used?
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No
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Cumulative percent passing the 2 in. sieve
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100 %
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|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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Cumulative percent passing the 1 in. sieve
|
100 %
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Cumulative percent passing the 3/4 in. sieve
|
100 %
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Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
99 %
|
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Cumulative percent passing the #4 sieve
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
53 %
|
|
Cumulative percent passing the #16 sieve
|
39 %
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Cumulative percent passing the #30 sieve
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31 %
|
|
Cumulative percent passing the #50 sieve
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22 %
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|
Cumulative percent passing the #100 sieve
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16 %
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Cumulative percent passing the #200 sieve
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11.5 %
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