Summary for Test 2023-10-13-38-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | 11/12/2020 |
| Closeout Date | 06/02/2025 |
| 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 | 10/13/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 10/16/2023 |
| 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 | NATHAN | Last name of sampler or witnessed by | OGBASELIASIE |
| Title of sampler | te | Telephone number of sampler | |
| Laboratory sample identification | test 1 145tons out at1122 pm | 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 | Bid Item | Not set |
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 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-10-13-38
DIME Test ID: 2023-10-13-38-1
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: NATHAN OGBASELIASIE
Date of test: 10/16/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 80 % | ||||||
| 75 % | ||||||
| 39 % | ||||||
| 18 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
| 2.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): sieve #3/8& #4 are out of the operating range
Test was verified on 11/3/2023 ✔