Summary for Test 2022-07-24-4-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993659 DEA: 021J4204 EFIS: 0220000076 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-11.8/12.6 |
| Award Date | 05/10/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | CONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM. |
| Location Description | SHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 07/24/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 07/26/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 2 bags of Combined RAP |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J.D. | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79114B | Linked DIME Sample ID | 2022-07-24-2, 2022-07-24-3 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 037275 |
| 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-24-4
DIME Test ID: 2022-07-24-4-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-08-04
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 07/27/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1949.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 30.5 grams | 98.4 % | |||||
| 358.5 grams | 81.6 % | |||||
| 727.7 grams | 62.7 % | |||||
| 999.1 grams | 48.7 % | |||||
| 1113.5 grams | 42.9 % | |||||
| 1327.7 grams | 31.9 % | |||||
| 1488.0 grams | 23.7 % | |||||
| 1603.8 grams | 17.7 % | |||||
| 1694.3 grams | 13.1 % | |||||
| 1761.0 grams | 9.7 % | |||||
| 1807.0 grams | 7.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2022 ✔