Summary for Test 2019-05-09-9-2
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 | 9 |
|---|---|---|---|
| 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 | 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 | 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 | D77878B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 001909 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2019-05-09-9
DIME Test ID: 2019-05-09-9-2
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: 2019-06-13
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/14/2019
Total mass of material in the sample: 1445.5 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 12.3 grams
Cumulative mass retained on the 1/2 in. sieve: 99.5 grams
Cumulative mass retained on the 3/8 in. sieve: 200.3 grams
Cumulative mass retained on the 1/4 in. sieve: 421 grams
Cumulative mass retained on the #4 sieve: 545.4 grams
Cumulative mass retained on the #8 sieve: 795.1 grams
Cumulative mass retained on the #16 sieve: 979.8 grams
Cumulative mass retained on the #30 sieve: 1105.9 grams
Cumulative mass retained on the #50 sieve: 1203.5 grams
Cumulative mass retained on the #100 sieve: 1272.6 grams
Cumulative mass retained on the #200 sieve: 1314.7 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: 99.1 %
Cumulative percent passing the 1/2 in. sieve: 93.1 %
Cumulative percent passing the 3/8 in. sieve: 86.1 %
Cumulative percent passing the 1/4 in. sieve: 70.9 %
Cumulative percent passing the #4 sieve: 62.3 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 32.2 %
Cumulative percent passing the #30 sieve: 23.5 %
Cumulative percent passing the #50 sieve: 16.7 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.05 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2019 ✔