Summary for Test 2022-09-14-63-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 09/14/2022 | 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 | 09/15/2022 |
| Sample type | Acceptance | A brief description of the sample | 1 bag 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 | Ryan | Last name of sampler or witnessed by | . |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79160B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 876991 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Sierra Cascade |
|---|---|---|---|
| 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: 2022-09-14-63
DIME Test ID: 2022-09-14-63-1
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: 2022-09-30
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: 09/20/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1470 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 22.3 grams | 98.5 % | |||||
| 233.1 grams | 84.1 % | |||||
| 397.8 grams | 72.9 % | |||||
| 708.6 grams | 51.8 % | |||||
| 907.5 grams | 38.3 % | |||||
| 1044.6 grams | 28.9 % | |||||
| 1158.2 grams | 21.2 % | |||||
| 1248.3 grams | 15.1 % | |||||
| 1307.3 grams | 11.1 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/30/2022 ✔