Summary for Test 2021-03-02-32-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215073 DEA: 034H5604 EFIS: 0318000332 |
---|---|
DIST-CO-RTE-PM | 03-PLA-65-R12.9/R13.1 |
Award Date | 09/02/2020 |
Closeout Date | 09/23/2021 |
Work Description | CONSTRUCT SLOPE PAVING AND PLACE EROSION CONTROL. |
Location Description | PLACER COUNTY IN LINCOLN AT THE SOUTH INGRAM SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 09/10/2020) |
Sample Information
Sample Taken Date | 03/02/2021 | Sample Unique Key | 32 |
---|---|---|---|
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 | 03/02/2021 |
Sample type | Verification | A brief description of the sample | RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Personnel (SAMPLER) | Last name of sampler or witnessed by | David Drane (WITNESS) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-008 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Company - Roseville | Transportation Laboratory (TL) Number | c764977 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Vulcan Materials Roseville, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Continuous | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-02-32
DIME Test ID: 2021-03-02-32-3
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: 2021-04-12
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 03/02/2021
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 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 9.0 %
General comments (publicly viewable) (Max 1000 characters): JMF21-008.
Test was verified on 4/12/2021 ✔