Summary for Test 2021-03-12-19-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215307 DEA: 033F5004 EFIS: 0313000019 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-5-R7.4/R17.0 |
| Award Date | 01/04/2021 |
| Closeout Date | 11/30/2021 |
| Work Description | PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE. |
| Location Description | GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING |
| QA Service Level | 1 (Verified on 12/02/2020) |
Sample Information
| Sample Taken Date | 03/12/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/12/2021 | Sample type | Verification |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brad McKeehan (WITNESS) |
| Last name of sampler or witnessed by | KRC Personnel (SAMPLER) | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | JMF21-003 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Orland Drum Plant | |
| Transportation Laboratory (TL) Number | C778174 | 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 | Aggregate Source | ||
| RAP Stockpile | Continuous | 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: 2021-03-12-19
DIME Test ID: 2021-03-12-19-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-04-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Ben Dreher
Date of test: 03/08/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 92 % | ||||||
| 63 % | ||||||
| 43 % | ||||||
| 32 % | ||||||
| 23 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 8.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF21-003.
Test was verified on 4/5/2021 ✔