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 |
|---|---|---|---|
| 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 | ||
| Bid Item | Not set |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | |||||
|---|---|---|---|---|---|---|
| 1493.0 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 ✔