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Sample Record for 2019-03-25-24

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-25-24
TL Number from the TL Form: HDQTRS Lab
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
The quantity of what the sample constitutes: Dispute Resolution of JMF Verification
A brief description of the sample: RAP (Dispute Resolution of JMF)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction

Material Information

RAP Source: Templeton
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 5

DIME Test ID: 2019-03-25-24-1
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)
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This test has been superseded on 05/09/2019.
Reason: retested

Test 2 of 5

DIME Test ID: 2019-03-25-24-2
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 05/08/2019.
Reason: corrected

Test 3 of 5

DIME Test ID: 2019-03-25-24-4
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/08/2019
Date Tested: 04/30/2019
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:
Test Result Compliance:
Additional Comments When Verified:
Total mass of material in the sample 1502.5 grams
Cumulative mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 31.2 grams
Cumulative mass retained on the 3/8 in. sieve 134 grams
Cumulative mass retained on the 1/4 in. sieve 134 grams
Cumulative mass retained on the #4 sieve 575.9 grams
Cumulative mass retained on the #8 sieve 854.3 grams
Cumulative mass retained on the #16 sieve 1017.8 grams
Cumulative mass retained on the #30 sieve 1123.4 grams
Cumulative mass retained on the #50 sieve 1234.1 grams
Cumulative mass retained on the #100 sieve 1318.8 grams
Cumulative mass retained on the #200 sieve 1340.7 grams
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 97.9 %
Cumulative percent passing the 3/8 in. sieve 91.1 %
Cumulative percent passing the 1/4 in. sieve 91.1 %
Cumulative percent passing the #4 sieve 61.7 %
Cumulative percent passing the #8 sieve 43.1 %
Cumulative percent passing the #16 sieve 32.3 %
Cumulative percent passing the #30 sieve 25.2 %
Cumulative percent passing the #50 sieve 17.9 %
Cumulative percent passing the #100 sieve 12.2 %
Cumulative percent passing the #200 sieve 10.77 %

Test 4 of 5

DIME Test ID: 2019-03-25-24-5
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: 05/09/2019
Date Tested: 05/01/2019
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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Method Performed no data
Mass of oven-dry sample in air for Sample 1 1608.0 grams
Mass of sample in water for Sample 1 953.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.454
Theoretical maximum density at 25°C (77°F) no data

Test 5 of 5

DIME Test ID: 2019-03-25-24-6
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: 05/09/2019
Date Tested: 04/30/2019
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:
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
Corrected Asphalt Binder Content 7.60 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2019-03-25-24-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)04/30/201904/30/2019Clinton EdmistonCT HQ - Sacramento Hot Mix Asphalt Laboratory