Summary for Test 2019-05-09-13-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
| Award Date | 08/24/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PAVEMENT PRESERVATION |
| Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/09/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2019 | Sample type | Verification |
| A brief description of the sample | Combined RAP (1/2-inch) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Source | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Williams | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D77880B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | |
| Transportation Laboratory (TL) Number | 001911 | 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | Combined | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-09-13
DIME Test ID: 2019-05-09-13-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-06-17
Test Results
Input Type: Measured
Tester's full name: Arthur Mills and T. McCormick
Date of test: 05/14/2019
Total mass of material in the sample: 1520.7 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: 137.9 grams
Cumulative mass retained on the 3/8 in. sieve: 325.7 grams
Cumulative mass retained on the 1/4 in. sieve: 559.8 grams
Cumulative mass retained on the #4 sieve: 706.6 grams
Cumulative mass retained on the #8 sieve: 934.8 grams
Cumulative mass retained on the #16 sieve: 1091.9 grams
Cumulative mass retained on the #30 sieve: 1200.7 grams
Cumulative mass retained on the #50 sieve: 1288.2 grams
Cumulative mass retained on the #100 sieve: 1352.5 grams
Cumulative mass retained on the #200 sieve: 1393.1 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: 90.9 %
Cumulative percent passing the 3/8 in. sieve: 78.6 %
Cumulative percent passing the 1/4 in. sieve: 63.2 %
Cumulative percent passing the #4 sieve: 53.5 %
Cumulative percent passing the #8 sieve: 38.5 %
Cumulative percent passing the #16 sieve: 28.2 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15.3 %
Cumulative percent passing the #100 sieve: 11.1 %
Cumulative percent passing the #200 sieve: 8.39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2019 ✔