Summary for Test 2023-10-14-19-1
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 | 10/14/2023 | Sample Unique Key | 19 |
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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 | 10/14/2023 |
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 | qc sully miller | Last name of sampler or witnessed by | qc |
Title of sampler | qc | Telephone number of sampler | |
Laboratory sample identification | test 1 300 tons out at0650 am | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond LakeElsino | 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 | 3 |
Sublot number | HMA Mix Number | 53418180 |
Test Details
DIME Sample ID: 2023-10-14-19
DIME Test ID: 2023-10-14-19-1
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: 2023-11-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: tony price
Date of test: 10/16/2023
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 34 %
Cumulative percent passing the #8 sieve: 19 %
Cumulative percent passing the #16 sieve: 13 %
Cumulative percent passing the #30 sieve: 9 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters): sieve #3/8 is out of the operating range
Test was verified on 11/3/2023 ✔