Summary for Test 2021-10-14-38-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/14/2021 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 10/14/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/8 Inch RAP |
| The quantity of what the sample constitutes | 2 Bags RAP for PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Unknown | Telephone number of sampler | |
| Laboratory sample identification | D78959 | Linked DIME Sample ID | 2021-10-14-37, 2021-10-14-39 |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 853084 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8 Inch | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-14-38
DIME Test ID: 2021-10-14-38-3
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: 2021-10-21
Test Results
Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/19/2021
Total mass of material in the sample: 1508.2 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: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 13.6 grams
Cumulative mass retained on the 1/4 in. sieve: 292.7 grams
Cumulative mass retained on the #4 sieve: 505.6 grams
Cumulative mass retained on the #8 sieve: 837 grams
Cumulative mass retained on the #16 sieve: 1025.2 grams
Cumulative mass retained on the #30 sieve: 1142.5 grams
Cumulative mass retained on the #50 sieve: 1230.3 grams
Cumulative mass retained on the #100 sieve: 1300.9 grams
Cumulative mass retained on the #200 sieve: 1351.8 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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.1 %
Cumulative percent passing the 1/4 in. sieve: 80.6 %
Cumulative percent passing the #4 sieve: 66.5 %
Cumulative percent passing the #8 sieve: 44.5 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 24.2 %
Cumulative percent passing the #50 sieve: 18.4 %
Cumulative percent passing the #100 sieve: 13.7 %
Cumulative percent passing the #200 sieve: 10.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔