Summary for Test 2020-11-14-9-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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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 | 11/14/2020 | Sample Unique Key | 9 |
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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 | 01/07/2021 |
Sample type | Verification | A brief description of the sample | RAP minus 1/2" |
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 | Teichert Personnel (SAMPLER) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-004 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Perkins - Continuous Plant Dreyer Drum | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Perkins, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2020-11-14-9
DIME Test ID: 2020-11-14-9-3
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: 2021-03-29
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Kavon Rastegar
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: 96 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): JMF21-004. Terrance White
Test was verified on 3/29/2021 ✔