Summary for Test 2022-08-17-44-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993697 DEA: 022J4504 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
| Award Date | 06/09/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 08/17/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 08/17/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag 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 | D79131B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 857907 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | KRC Orland |
|---|---|---|---|
| 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: 2022-08-17-44
DIME Test ID: 2022-08-17-44-2
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: 2022-08-22
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: 08/18/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1493 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 3.9 grams | 99.7 % | |||||
| 20.0 grams | 98.7 % | |||||
| 356.5 grams | 76.1 % | |||||
| 613.7 grams | 58.9 % | |||||
| 956.3 grams | 35.9 % | |||||
| 1112.9 grams | 25.5 % | |||||
| 1216.5 grams | 18.5 % | |||||
| 1301.2 grams | 12.8 % | |||||
| 1357.3 grams | 9.1 % | |||||
| 1391.1 grams | 6.8 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected.
Test was verified on 8/22/2022 ✔