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 |
|---|---|---|---|
| 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 | 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 |
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
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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 the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8.2 %
General comments (publicly viewable) (Max 1000 characters): JMF21-003.
Test was verified on 4/5/2021 ✔