Summary for Test 2022-08-11-53-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993439 DEA: 022J4204 EFIS: 0221000076 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-R26.3/29.8 |
| Award Date | 02/07/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
| Sample Taken Date | 08/11/2022 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 08/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 2 bags of Fine RAP (3/8-inch) |
| 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 | D79125B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858102 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Combined RAP from Northstate Stockpile |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | |
| RAP Stockpile | Static | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-11-53
DIME Test ID: 2022-08-11-53-3
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: 2022-08-26
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/16/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1421.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 8.4 grams | 99.4 % | |||||
| 156.6 grams | 89 % | |||||
| 296.1 grams | 79.2 % | |||||
| 601.9 grams | 57.7 % | |||||
| 839.2 grams | 41 % | |||||
| 1004.3 grams | 29.3 % | |||||
| 1119.4 grams | 21.3 % | |||||
| 1194.2 grams | 16 % | |||||
| 1242.5 grams | 12.6 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 8/26/2022 ✔