Summary for Test 2020-04-21-28-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214253 DEA: 051J0404 EFIS: 0517000054 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,MON-46,101-49.5,R3.1/R5.2 |
| Award Date | 11/01/2019 |
| Closeout Date | 09/25/2020 |
| Work Description | INSTALL ELECTRIC VEHICLE CHARGING STATIONS. |
| Location Description | SAN LUIS OBISPO AND MONTEREY COUNTIES ON ROUTE 46 AT SHANDON SAFETY ROADSIDE REST AREA AND ON ROUTE 101 AT CAMP ROBERTS SAFETY ROADSIDE REST AREAS |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 04/21/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 04/29/2020 |
| 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 | Brandon | Last name of sampler or witnessed by | Wood |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CalPortland Paso | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | CalPortland Paso |
|---|---|---|---|
| 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: 2020-04-21-28
DIME Test ID: 2020-04-21-28-3
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: 2020-05-15
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: 04/30/2020
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: 97.3 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the 1/4 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 55.1 %
Cumulative percent passing the #8 sieve: 39.7 %
Cumulative percent passing the #16 sieve: 29.5 %
Cumulative percent passing the #30 sieve: 21.1 %
Cumulative percent passing the #50 sieve: 14.4 %
Cumulative percent passing the #100 sieve: 9.3 %
Cumulative percent passing the #200 sieve: 5.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2020 ✔