Print Report | Back to Sample Detail

Sample Record for 2020-03-27-13

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: 2020-03-27-13
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2020
The quantity of what the sample constitutes: 14 boxes
A brief description of the sample: 1/2" Type A HMA with RAP, WMA, and PG 64-16
From where was the sample collected: Source
Laboratory sample identification: JMF-020-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries

Material Information

RAP Source: Supplier
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2020-03-27-13-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1255.4 grams
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 0 grams
Cumulative mass retained on the 3/8 in. sieve 6.6 grams
Mass retained on the 1/4 in. sieve 6.6 grams
Cumulative mass retained on the #4 sieve 313.5 grams
Cumulative mass retained on the #8 sieve 594.8 grams
Cumulative mass retained on the #16 sieve 789.5 grams
Cumulative mass retained on the #30 sieve 901.9 grams
Cumulative mass retained on the #50 sieve 1002.7 grams
Cumulative mass retained on the #100 sieve 1104.6 grams
Cumulative mass retained on the #200 sieve 1149 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 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 75 %
Cumulative percent passing the #8 sieve 52.6 %
Cumulative percent passing the #16 sieve 37.1 %
Cumulative percent passing the #30 sieve 28.2 %
Cumulative percent passing the #50 sieve 20.1 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 8.48 %

Test 2 of 3

DIME Test ID: 2020-03-27-13-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Asphalt Binder Content 6.83 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 3 of 3

DIME Test ID: 2020-03-27-13-3
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: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 1347.0 grams
Mass of sample in water for Sample 1 820.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.559

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.