Summary for Test 2021-08-13-33-2
Test performed: AASHTO T30-19
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
Project Identifiers | Project ID: 215605 DEA: 040W3904 EFIS: 0420000212 |
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DIST-CO-RTE-PM | 04-CC-160-L1.1/0.6 |
Award Date | 05/10/2021 |
Closeout Date | 06/29/2023 |
Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (A). |
Location Description | CONTRA COSTA COUNTY IN ANTIOCH FROM 0.2 MILE SOUTH OF MAIN STREET TO 0.1 MILE NORTH OF WILBUR AVENUE |
QA Service Level | 1 (Verified on 04/12/2021) |
Sample Information
Sample Taken Date | 08/13/2021 | Sample Unique Key | 33 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/13/2021 |
Sample type | Verification | A brief description of the sample | 1 Bag of RAP Sampled pt e plant |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Clint | Last name of sampler or witnessed by | Rogers |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | ABM ANTIIOCH | 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 | ABM |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-13-33
DIME Test ID: 2021-08-13-33-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-09
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: David Ordaz
Date of test: 08/18/2021
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 91.8 %
Cumulative percent passing the 3/8 in. sieve: 81.8 %
Cumulative percent passing the #4 sieve: 53.9 %
Cumulative percent passing the #8 sieve: 34.8 %
Cumulative percent passing the #16 sieve: 25.3 %
Cumulative percent passing the #30 sieve: 19.3 %
Cumulative percent passing the #50 sieve: 14.2 %
Cumulative percent passing the #100 sieve: 9.6 %
Cumulative percent passing the #200 sieve: 7.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.