Summary for Test 2022-06-17-46-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993222 DEA: 081G5204 EFIS: 0816000020 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-100.9/115.9 |
| Award Date | 10/28/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | COLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
| Sample Taken Date | 06/17/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 06/20/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Supplier |
| 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 | 950tons out at 0123 am | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond Victorville | 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 | 1/2 inch | Lot number | 2 |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-17-46
DIME Test ID: 2022-06-17-46-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-07-11
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: A HERNANDEZ
Date of test: 06/28/2022
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: 0 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 98 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 67 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 42 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2022 ✔