Summary for Test 2020-05-13-36-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
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DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
Award Date | 10/31/2019 |
Closeout Date | 08/03/2023 |
Work Description | Construct bridge, realign curve & widen shoulders. |
Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
Sample Taken Date | 05/13/2020 | Sample Unique Key | 36 |
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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 | Kenny | Last name of sampler or witnessed by | McHugh |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C741853 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Materials Hallwood |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-13-36
DIME Test ID: 2020-05-13-36-1
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: 2020-11-10
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: 06/12/2020
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): JMF20-020
Test was verified on 11/10/2020 ✔