Summary for Test 2021-08-24-19-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-49-0.0/7.5 |
| Award Date | 04/05/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70 |
| QA Service Level | 1 (Verified on 03/08/2021) |
Sample Information
| Sample Taken Date | 08/24/2021 | 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 | 08/25/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/8 Inch RAP |
| The quantity of what the sample constitutes | PSE 1 Bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78927 | Linked DIME Sample ID | 2021-08-24-17, 2021-08-24-44 |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 897852 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | WNM Spanish Springs |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | WNM Spanish Springs |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-24-19
DIME Test ID: 2021-08-24-19-1
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: 2021-09-09
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 08/27/2021
Total mass of material in the sample: 1284.2 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 36.8 grams
Cumulative mass retained on the 1/4 in. sieve: 252.1 grams
Cumulative mass retained on the #4 sieve: 385.0 grams
Cumulative mass retained on the #8 sieve: 620.8 grams
Cumulative mass retained on the #16 sieve: 789.1 grams
Cumulative mass retained on the #30 sieve: 908.9 grams
Cumulative mass retained on the #50 sieve: 1011.7 grams
Cumulative mass retained on the #100 sieve: 1093.9 grams
Cumulative mass retained on the #200 sieve: 1147.1 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: 100 %
Cumulative percent passing the 3/8 in. sieve: 97.1 %
Cumulative percent passing the 1/4 in. sieve: 80.4 %
Cumulative percent passing the #4 sieve: 70 %
Cumulative percent passing the #8 sieve: 51.7 %
Cumulative percent passing the #16 sieve: 38.6 %
Cumulative percent passing the #30 sieve: 29.2 %
Cumulative percent passing the #50 sieve: 21.2 %
Cumulative percent passing the #100 sieve: 14.8 %
Cumulative percent passing the #200 sieve: 10.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔