Summary for Test 2020-03-10-10-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 03/10/2020 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 03/10/2020 |
| Sample type | Verification | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Irene | Last name of sampler or witnessed by | Kwan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mark West Quarry | 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 | Mark West Quarry |
|---|---|---|---|
| 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: 2020-03-10-10
DIME Test ID: 2020-03-10-10-3
Testing Lab: ZZCT - Sacramento DIME Development - AVS Testing Internal
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-03-10
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Irene Kwan
Date of test: 03/10/2020
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 98 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the 1/4 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 51 %
Cumulative percent passing the #16 sieve: 35.3 %
Cumulative percent passing the #30 sieve: 26.5 %
Cumulative percent passing the #50 sieve: 18.4 %
Cumulative percent passing the #100 sieve: 11.5 %
Cumulative percent passing the #200 sieve: 7.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2020 ✔