Summary for Test 2023-10-02-48-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 10/02/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 10/03/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1" HMA A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Distributor |
| 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 3 1581 tons out at 1115 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 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | 3 |
| Sublot number | 18 | HMA Mix Number | 300222 CPC R25 |
| 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: 2023-10-02-48
DIME Test ID: 2023-10-02-48-1
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: 2023-10-11
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 10/05/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 87 % | ||||||
| 74 % | ||||||
| 69 % | ||||||
| 54 % | ||||||
| 44 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 14 % | ||||||
| 7 % | ||||||
| 4.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2023 ✔