Summary for Test 2023-05-09-102-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/09/2023 | Sample Unique Key | 102 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/23/2023 | Sample type | Verification |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Allen |
| Last name of sampler or witnessed by | Oliver | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | 023-023 | |
| Linked DIME Sample ID | 2023-05-09-101 | The fabricator/manufacturer/facility name | SPM-Avenal |
| 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 | Stockpile |
|---|---|---|---|
| Aggregate Size | 3/8 | Aggregate Source | |
| RAP Stockpile | Static | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-05-09-102
DIME Test ID: 2023-05-09-102-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-06-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 06/05/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1572.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 9.0 grams | 99 % | |||||
| 103.0 grams | 93 % | |||||
| 486.7 grams | 69 % | |||||
| 803.8 grams | 49 % | |||||
| 1032.4 grams | 34 % | |||||
| 1163.6 grams | 26 % | |||||
| 1268.2 grams | 19 % | |||||
| 1349.7 grams | 14 % | |||||
| 1421.2 grams | 9.6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2023 ✔