Summary for Test 2022-11-18-49-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
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DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 11/18/2022 | Sample Unique Key | 49 |
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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 | 11/21/2022 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA A |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | larry | Last name of sampler or witnessed by | francisco |
Title of sampler | te | Telephone number of sampler | |
Laboratory sample identification | test 1 92 tons out at 0950 aM | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2022-11-18-49
DIME Test ID: 2022-11-18-49-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-12-02
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: ROBERT JARQUIN
Date of test: 11/21/2022
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: 100 %
Cumulative percent passing the 3/4 in. sieve: 93 %
Cumulative percent passing the 1/2 in. sieve: 72 %
Cumulative percent passing the 3/8 in. sieve: 61 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 31 %
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):
Test was verified on 12/2/2022 ✔