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Sample Record for 2020-01-17-22

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: 2020-01-17-22
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (209) 986-4912
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2020
The quantity of what the sample constitutes: multiple bags of RAP
A brief description of the sample: LP-9 Sample for ignition, sample 3
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Salinas Asphalt Facility

Material Information

RAP Source: Salinas RAP, Continuous
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2020-01-17-22-1
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: 02/11/2021
Date Tested: 11/26/2019
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
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 3.88 %
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

Test

DIME Test ID: 2020-01-17-22-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/11/2021
Date Tested: 11/26/2019
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? 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 99.2 %
Cumulative percent passing the 3/8 in. sieve 91.5 %
Cumulative percent passing the #4 sieve 68.1 %
Cumulative percent passing the #8 sieve 51.2 %
Cumulative percent passing the #16 sieve 38.4 %
Cumulative percent passing the #30 sieve 28.1 %
Cumulative percent passing the #50 sieve 19.1 %
Cumulative percent passing the #100 sieve 12.1 %
Cumulative percent passing the #200 sieve 7.6 %