Summary for Test 2023-09-12-80-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994589 DEA: 081H4914 EFIS: 0819000118 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-53.1/69.0 |
| Award Date | 05/16/2023 |
| Closeout Date | 08/01/2024 |
| Work Description | REPLACE AC SURF, HMA (TYPE A), AND COLD CENTRAL PLANT RECYCLING. |
| Location Description | SAN BERNARDINO COUNTY NEAR BIG BEAR LAKE FROM 0.4 MILE EAST OF PINEVIEW DRIVE TO 0.1 MILE NORTH OF RICHARD STREET AND VISALIA AVENUE |
| QA Service Level | 1 (Verified on 07/14/2023) |
Sample Information
| Sample Taken Date | 09/12/2023 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 09/13/2023 |
| 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 | Supplier |
| First name of sampler or witnessed by | Blue Diamond | Last name of sampler or witnessed by | QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | test 2 763 tons out at 0936am | 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 | 3/4 inch | Lot number | 1 |
| Sublot number | 24 | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-09-12-80
DIME Test ID: 2023-09-12-80-1
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: 2023-09-25
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: 09/13/2023
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 89 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.2 %
General comments (publicly viewable) (Max 1000 characters): SIEVE NO 30 IS OUT OF THE OPERATING RANGE
Test was verified on 9/25/2023 ✔