Summary for Test 2024-06-20-88-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 88 |
|---|---|---|---|
| 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 | 06/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Field Sample |
| The quantity of what the sample constitutes | 2 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | 6193804522 | |
| Laboratory sample identification | 0603-A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 220817 Otay Val | |
| 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: 2024-06-20-88
DIME Test ID: 2024-06-20-88-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-08-06
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 07/01/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1367.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 301.9 grams | 78 % | |||||
| 411.3 grams | 70 % | |||||
| 714.8 grams | 48 % | |||||
| 900.7 grams | 34 % | |||||
| 1037.2 grams | 24 % | |||||
| 1158.5 grams | 15 % | |||||
| 1265.0 grams | 8 % | |||||
| 1330.3 grams | 3 % | |||||
| 1364.7 grams | 0.2 % | |||||
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 8/6/2024 ✔