Summary for Test 2022-06-07-43-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
| Award Date | 11/19/2021 |
| Closeout Date | 08/29/2024 |
| Work Description | CONSTRUCT 4' MEDIAN |
| Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
| QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
| Sample Taken Date | 06/07/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/07/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA-A-SP R25 1.0% LSM | The quantity of what the sample constitutes | 2 Boxes HMA 99.52tons out @ 816m |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jonathan |
| Last name of sampler or witnessed by | Eligio | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 6724 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Big Rock | |
| 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 | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2022-06-07-43
DIME Test ID: 2022-06-07-43-1
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: 2022-06-29
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: m campos
Date of test: 06/15/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 71 % | ||||||
| 61 % | ||||||
| 36 % | ||||||
| 36 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 7 % | ||||||
| 4 % | ||||||
| 2.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2022 ✔