Sample Record for 2020-03-26-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214251 DEA: 030H5304 EFIS: 0315000203
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80-15.0/17.2
Work Description: REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Hani Eissa Structure Rep.: Shan Eakin
Sample Information
DIME Sample ID: 2020-03-26-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA w 15% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
Material Information
RAP Source: Teichert Perkins
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2020-03-26-25-1
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: 08/24/2020
Date Tested: 04/13/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
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Specific Gravity for Sample 1
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2.580
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Theoretical maximum density at 25°C (77°F)
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no data
|
Test 2 of 5
DIME Test ID: 2020-03-26-25-2
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)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
This test has been superseded on 09/04/2020.
Reason: corrected
Test 3 of 5
DIME Test ID: 2020-03-26-25-3
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
This test has been superseded on 09/04/2020.
Reason: retested
Test 4 of 5
DIME Test ID: 2020-03-26-25-4
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: 09/04/2020
Date Tested: 04/13/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 20-009
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
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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4.33 %
|
|
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
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
Test 5 of 5
DIME Test ID: 2020-03-26-25-5
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/04/2020
Date Tested: 04/13/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 20-009
Test Result Compliance: not applicable
Additional Comments When Verified:
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Cumulative percent passing the 3 in. sieve
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100 %
|
|
Cumulative percent passing the 2 1/2 in. sieve
|
100 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
97 %
|
|
Cumulative percent passing the #4 sieve
|
69 %
|
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Cumulative percent passing the #8 sieve
|
48 %
|
|
Cumulative percent passing the #16 sieve
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37 %
|
|
Cumulative percent passing the #30 sieve
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28 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
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Cumulative percent passing the #100 sieve
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15 %
|
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Cumulative percent passing the #200 sieve
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10.7 %
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