Summary for Test 2020-02-14-24-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-78.4/79.0 |
| Award Date | 01/08/2020 |
| Closeout Date | 09/25/2020 |
| Work Description | ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G. |
| Location Description | SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 02/14/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 02/14/2020 |
| Sample type | Quality Control | A brief description of the sample | Combined RAP |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Ortega |
| Title of sampler | Lab Supervisor | Telephone number of sampler | 805-345-3425 |
| Laboratory sample identification | 665254479 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CalPortland Garey Hot Plant | 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 | Garey Hot Plant |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-02-14-24
DIME Test ID: 2020-02-14-24-2
Testing Lab: CalPortland
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-04-03
Test Results
Does this test use 1/4 sieve?:
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Ryan Deveraux
Date of test: 02/14/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 70 %
Cumulative percent passing the #8 sieve: 50 %
Cumulative percent passing the #16 sieve: 38 %
Cumulative percent passing the #30 sieve: 29 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 7.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2020 ✔