Summary for Test 2021-11-02-26-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | Not set |
| 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 |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 11/02/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 11/02/2021 |
| Sample type | Acceptance | A brief description of the sample | 1/2 inch RAP |
| The quantity of what the sample constitutes | PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PI | Telephone number of sampler | |
| Laboratory sample identification | D78971 | Linked DIME Sample ID | 2021-11-02-25, 2021-11-02-27 |
| The fabricator/manufacturer/facility name | Tullis Inc Shasta Ranch Agg Anderson Ca | Transportation Laboratory (TL) Number | 853086 |
| 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 | 1/2 inch | Aggregate Source | Unknown |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-11-02-26
DIME Test ID: 2021-11-02-26-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-11-19
Test Results
Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/08/2021
Total mass of material in the sample: 1472.9 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 86.9 grams
Cumulative mass retained on the 3/8 in. sieve: 228.8 grams
Cumulative mass retained on the 1/4 in. sieve: 418.6 grams
Cumulative mass retained on the #4 sieve: 548 grams
Cumulative mass retained on the #8 sieve: 796.4 grams
Cumulative mass retained on the #16 sieve: 979.2 grams
Cumulative mass retained on the #30 sieve: 1108.2 grams
Cumulative mass retained on the #50 sieve: 1208.1 grams
Cumulative mass retained on the #100 sieve: 1283.2 grams
Cumulative mass retained on the #200 sieve: 1333.5 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: 94.1 %
Cumulative percent passing the 3/8 in. sieve: 84.5 %
Cumulative percent passing the 1/4 in. sieve: 71.6 %
Cumulative percent passing the #4 sieve: 62.8 %
Cumulative percent passing the #8 sieve: 45.9 %
Cumulative percent passing the #16 sieve: 33.5 %
Cumulative percent passing the #30 sieve: 24.8 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 12.9 %
Cumulative percent passing the #200 sieve: 9.46 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/19/2021 ✔