Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:

DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6

Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.

Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.

Contractor Name: Unknown

Contractor Address: Unknown

Resident Engineer: Michael Maksimovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-01-29-18

TL Number from the TL Form:

Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory

Sample Organization Contact: (915) 296-1892

Type of Sample: Quality Control

Type of Material: Reclaimed Asphalt Pavement

Sample Taken Date: 01/29/2019

Date that the sample was received by the laboratory/organization performing the testing:

The quantity of what the sample constitutes: 1 bag

A brief description of the sample: RAP Sample

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

RAP Source: Vulcan materials

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2019-01-29-18-1

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: 03/09/2020

Date Tested: 03/09/2020

Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory

Organization Address: 5900 Folsom Boulevard,

Organization City: Sacramento

Organization State: CA

Organization Zipcode: 95819

Organization Email: ryan.kester@dot.ca.gov

Organization Phone: (916) 227-7215

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	1590.4 g
Corrected Asphalt Binder Content	5.42 %
Mass Loss	no data
Correction Factor (Percent by mass of HMA Specimen)	1.07 %
Moisture Content	no data
Temperature Compensation Factor	no data
Test Temperature	538 F

Test 2 of 2

DIME Test ID: 2019-01-29-18-2

Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)