Summary for Test 2019-04-18-14-2
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 | 04/18/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/18/2019 | 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 | Dorell |
| Last name of sampler or witnessed by | Harper | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77836B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Northstate Asphalt | |
| Transportation Laboratory (TL) Number | 728565 | 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 | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-04-18-14
DIME Test ID: 2019-04-18-14-2
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: 2019-05-15
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/22/2019
Total mass of material in the sample: 1589.9 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: 97.3 grams
Cumulative mass retained on the 3/8 in. sieve: 214.9 grams
Cumulative mass retained on the 1/4 in. sieve: 443.3 grams
Cumulative mass retained on the #4 sieve: 583.2 grams
Cumulative mass retained on the #8 sieve: 860.2 grams
Cumulative mass retained on the #16 sieve: 1059.4 grams
Cumulative mass retained on the #30 sieve: 1201.9 grams
Cumulative mass retained on the #50 sieve: 1315.0 grams
Cumulative mass retained on the #100 sieve: 1395.2 grams
Cumulative mass retained on the #200 sieve: 1443.4 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: 93.9 %
Cumulative percent passing the 3/8 in. sieve: 86.5 %
Cumulative percent passing the 1/4 in. sieve: 72.1 %
Cumulative percent passing the #4 sieve: 63.3 %
Cumulative percent passing the #8 sieve: 45.9 %
Cumulative percent passing the #16 sieve: 33.4 %
Cumulative percent passing the #30 sieve: 24.4 %
Cumulative percent passing the #50 sieve: 17.3 %
Cumulative percent passing the #100 sieve: 12.2 %
Cumulative percent passing the #200 sieve: 9.21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2019 ✔