Sample Record for 2020-07-24-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214289 EFIS: 0000001157 Permit Numbers: 0514NMC0478 0519NRT0383 0519NRT0001 0519NRD0572
QA Service Level: 1
DIST-CO-RTE-PM: 05---6.9
Work Description: Reference Permit #0514-NMC-0478 on all correspondence. Note #0519-NRT-0383 is just a time extension for the original permit. Work Desc: Widen Blosser Road to provide a right turn lane for the northbound approach to West Main Street (State Route 166).
Location Description: W. Main Street (Hwy 166), Santa Maria
Contractor Name: RDZ Contractors
Contractor Address: PO BOX 760, NIPOMO, CA 93444
Resident Engineer: Peter Mututwa Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-07-24-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: RAP for 1/2" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra
Material Information
RAP Source: San Rafael Quarry
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2020-07-24-34-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
This test has been superseded on 08/11/2020.
Reason: retested
Test 2 of 4
DIME Test ID: 2020-07-24-34-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/11/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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No
|
|
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
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99.5 %
|
|
Cumulative percent passing the 3/8 in. sieve
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98.2 %
|
|
Cumulative percent passing the #4 sieve
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82.8 %
|
|
Cumulative percent passing the #8 sieve
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65.5 %
|
|
Cumulative percent passing the #16 sieve
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50.8 %
|
|
Cumulative percent passing the #30 sieve
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38.4 %
|
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Cumulative percent passing the #50 sieve
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27.5 %
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Cumulative percent passing the #100 sieve
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17.1 %
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|
Cumulative percent passing the #200 sieve
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11.8 %
|
Test 3 of 4
DIME Test ID: 2020-07-24-34-3
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: 08/11/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
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no data
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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1541.4 g
|
|
Corrected Asphalt Binder Content
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7.03 %
|
|
Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1433.0 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
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no data
|
|
Test Temperature
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899.6 F
|
Test 4 of 4
DIME Test ID: 2020-07-24-34-4
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/11/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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2
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What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
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Method Performed
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no data
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Mass of container filled with water
|
7358.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1556.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8288.0 grams
|
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Mass of container filled with water
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7358.0
|
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Mass of oven-dry sample in air for Sample 2
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1556.0 grams
|
|
Mass of container filled with the sample and water for Sample 2
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8288.0 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.484
|
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Specific Gravity for Sample 2
|
2.484
|
|
Average Specific Gravity
|
2.484
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
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