Summary for Test 2022-10-21-31-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
| Award Date | 03/03/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | TRINITY CULVERTS |
| Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 10/21/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79177B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858106 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2022-10-21-31
DIME Test ID: 2022-10-21-31-3
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: 2022-10-31
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 Dorado
Date of test: 10/28/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1683.5 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 196.3 grams | 88.3 % | |||||
| 482.7 grams | 71.3 % | |||||
| 716.7 grams | 57.4 % | |||||
| 839.8 grams | 50.1 % | |||||
| 1068.9 grams | 36.5 % | |||||
| 1235.8 grams | 26.6 % | |||||
| 1355.1 grams | 19.5 % | |||||
| 1446.5 grams | 14.1 % | |||||
| 1512.1 grams | 10.2 % | |||||
| 1554.6 grams | 7.7 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 10/31/2022 ✔