Summary for Test 2022-09-07-63-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-45.5/51.6 |
| Award Date | 11/16/2021 |
| Closeout Date | 11/23/2022 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD |
| QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 09/07/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Fine 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79153B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857909 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Tullis, Northstate Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-07-63
DIME Test ID: 2022-09-07-63-1
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: 2022-09-22
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 09/09/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1428.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 12.4 grams | 99.1 % | |||||
| 209.9 grams | 85.3 % | |||||
| 366.6 grams | 74.3 % | |||||
| 674.3 grams | 52.8 % | |||||
| 891.2 grams | 37.6 % | |||||
| 1040.5 grams | 27.2 % | |||||
| 1153.2 grams | 19.3 % | |||||
| 1225.5 grams | 14.2 % | |||||
| 1270.1 grams | 11.1 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/22/2022 ✔