Summary for Test 2020-10-20-27-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
---|---|
DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 10/20/2020 | Sample Unique Key | 27 |
---|---|---|---|
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 | 12/01/2020 |
Sample type | Verification | A brief description of the sample | 3/8-inch RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J. Buscheck (WITNESS) | Last name of sampler or witnessed by | Granite Personnel (SAMPLER) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-001 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | GCCO Bradshaw Plant, RAP Bin 1 |
---|---|---|---|
Aggregate Size | 3/8 inch | Aggregate Source | |
RAP Stockpile | Continuous | Stockpile Size (tons) | 40,000 tons |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-10-20-27
DIME Test ID: 2020-10-20-27-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-03-19
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 02/08/2021
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: 100 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 59 %
Cumulative percent passing the #16 sieve: 45 %
Cumulative percent passing the #30 sieve: 34 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 12.2 %
General comments (publicly viewable) (Max 1000 characters): JMF21-001.
Test was verified on 3/19/2021 ✔