Summary for Test 2020-04-23-20-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214591 DEA: 051M2704 EFIS: 0519000089 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-150-0.0/2.2 |
| Award Date | 02/14/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | RHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE |
| QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
| Sample Taken Date | 04/23/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/07/2020 |
| 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 | Mark | Last name of sampler or witnessed by | Bennet |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Saticoy | 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 | Vulcan Saticoy |
|---|---|---|---|
| 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: 2020-04-23-20
DIME Test ID: 2020-04-23-20-1
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: 2020-05-22
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: 05/07/2020
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: 82.8 %
Cumulative percent passing the 3/8 in. sieve: 58.6 %
Cumulative percent passing the 1/4 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 30.5 %
Cumulative percent passing the #8 sieve: 22.8 %
Cumulative percent passing the #16 sieve: 18.6 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 11.2 %
Cumulative percent passing the #100 sieve: 6.7 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔