Summary for Test 2019-04-25-10-2
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 | 04/25/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/25/2019 | Sample type | Verification |
| A brief description of the sample | Combined RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | 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 | D77849B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Northstate Asphalt | |
| Transportation Laboratory (TL) Number | 001905 | 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 | 1/2-inch | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-25-10
DIME Test ID: 2019-04-25-10-2
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: 2019-05-23
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/26/2019
Total mass of material in the sample: 1506.8 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: 111.4 grams
Cumulative mass retained on the 3/8 in. sieve: 264.7 grams
Cumulative mass retained on the 1/4 in. sieve: 522.2 grams
Cumulative mass retained on the #4 sieve: 644.4 grams
Cumulative mass retained on the #8 sieve: 869.5 grams
Cumulative mass retained on the #16 sieve: 1040.9 grams
Cumulative mass retained on the #30 sieve: 1165.0 grams
Cumulative mass retained on the #50 sieve: 1262.1 grams
Cumulative mass retained on the #100 sieve: 1332.6 grams
Cumulative mass retained on the #200 sieve: 1374.8 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: 92.6 %
Cumulative percent passing the 3/8 in. sieve: 82.4 %
Cumulative percent passing the 1/4 in. sieve: 65.3 %
Cumulative percent passing the #4 sieve: 57.2 %
Cumulative percent passing the #8 sieve: 42.3 %
Cumulative percent passing the #16 sieve: 30.9 %
Cumulative percent passing the #30 sieve: 22.7 %
Cumulative percent passing the #50 sieve: 16.2 %
Cumulative percent passing the #100 sieve: 11.6 %
Cumulative percent passing the #200 sieve: 8.76 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2019 ✔