Summary for Test 2020-05-13-39-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213485 DEA: 032F9804 EFIS: 0312000026 |
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DIST-CO-RTE-PM | 03-COL-20-31.7/32.9 |
Award Date | 10/15/2018 |
Closeout Date | 05/11/2022 |
Work Description | PAVEMENT REHABILITATION |
Location Description | COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/13/2020 | Sample Unique Key | 39 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/14/2020 |
Sample type | Verification | A brief description of the sample | 1/2 inch HMA - A w/RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeenan |
Title of sampler | Teichert Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-020B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C778171 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Hallwood |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Continuous | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-13-39
DIME Test ID: 2020-05-13-39-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-11-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/26/2020
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-020B
Test was verified on 11/23/2020 ✔