Summary for Test 2020-04-03-20-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/24/2020 | Sample type | Verification |
| A brief description of the sample | bag of RAP | The quantity of what the sample constitutes | One JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Granite Coalinga |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-03-20
DIME Test ID: 2020-04-03-20-3
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-05-08
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/24/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 0 % | ||||||
| 82.3 % | ||||||
| 62.6 % | ||||||
| 47.1 % | ||||||
| 35.5 % | ||||||
| 25.8 % | ||||||
| 17.2 % | ||||||
| 10.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2020 ✔