Test 2021-06-02-9-2 (AASHTO T30-19) Summary
Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 | ||
| Work Description | BRIDGE REPLACEMENT | ||
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD | ||
Sample Information
| Sample Taken Date | 6/2/2021 | 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 | 6/2/2021 |
| Sample type | Acceptance | A brief description of the sample | RAP 3/4 inch |
| The quantity of what the sample constitutes | PSE at 100 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Laboratory sample identification | D78821 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779363 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Tullis, Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 3/4 inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | ||
| HMA Design ID |
Test Details
DIME Sample ID: 2021-06-02-9
DIME Test ID: 2021-06-02-9-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-08-24
Test Results
Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Total mass of material in the sample: 1769.6 grams
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: 12.8 grams
Cumulative mass retained on the 1/2 in. sieve: 144.5 grams
Cumulative mass retained on the 3/8 in. sieve: 418.7 grams
Mass retained on the 1/4 in. sieve: 702.6 grams
Cumulative mass retained on the #4 sieve: 828.9 grams
Cumulative mass retained on the #8 sieve: 1084.7 grams
Cumulative mass retained on the #16 sieve: 1275.8 grams
Cumulative mass retained on the #30 sieve: 1407.1 grams
Cumulative mass retained on the #50 sieve: 1506.8 grams
Cumulative mass retained on the #100 sieve: 1577.9 grams
Cumulative mass retained on the #200 sieve: 1625.1 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:99.3 %
Cumulative percent passing the 1/2 in. sieve:91.8 %
Cumulative percent passing the 3/8 in. sieve:76.3 %
Cumulative percent passing the 1/4 in. sieve:60.3 %
Cumulative percent passing the #4 sieve:53.2 %
Cumulative percent passing the #8 sieve:38.7 %
Cumulative percent passing the #16 sieve:27.9 %
Cumulative percent passing the #30 sieve:20.5 %
Cumulative percent passing the #50 sieve:14.9 %
Cumulative percent passing the #100 sieve:10.8 %
Cumulative percent passing the #200 sieve:8.17 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 08/24/2021 ✔