Summary for Test 2021-06-14-33-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 06/15/2021 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of 3/8-inch RAP (Combined) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78844D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | Transportation Laboratory (TL) Number | 853348 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Eagle Peak Rock and Paving, Alturas Plant, Alturas, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Eagle Peak |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-14-33
DIME Test ID: 2021-06-14-33-1
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: 2021-12-30
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/16/2021
Total mass of material in the sample: 1496.8 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 17.8 grams
Cumulative mass retained on the 3/8 in. sieve: 104.3 grams
Cumulative mass retained on the 1/4 in. sieve: 322.4 grams
Cumulative mass retained on the #4 sieve: 468.0 grams
Cumulative mass retained on the #8 sieve: 768.5 grams
Cumulative mass retained on the #16 sieve: 986.0 grams
Cumulative mass retained on the #30 sieve: 1119.8 grams
Cumulative mass retained on the #50 sieve: 1218.5 grams
Cumulative mass retained on the #100 sieve: 1298.9 grams
Cumulative mass retained on the #200 sieve: 1353.4 grams
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: 98.8 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the 1/4 in. sieve: 78.5 %
Cumulative percent passing the #4 sieve: 68.7 %
Cumulative percent passing the #8 sieve: 48.7 %
Cumulative percent passing the #16 sieve: 34.1 %
Cumulative percent passing the #30 sieve: 25.2 %
Cumulative percent passing the #50 sieve: 18.6 %
Cumulative percent passing the #100 sieve: 13.2 %
Cumulative percent passing the #200 sieve: 9.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/30/2021 ✔