Summary for Test 2024-08-14-19-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994903 DEA: 11430244 EFIS: 1118000033 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-125-9.3/13.0 |
| Award Date | 09/06/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION |
| QA Service Level | 1 (Verified on 11/14/2023) |
Sample Information
| Sample Taken Date | 08/14/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 08/15/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 8 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 | 0122-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: 2024-08-14-19
DIME Test ID: 2024-08-14-19-3
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: 2024-08-21
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: 08/20/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1916.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 11.1 grams | 99 % | |||||
| 217.5 grams | 89 % | |||||
| 403.8 grams | 79 % | |||||
| 818.2 grams | 57 % | |||||
| 1101.1 grams | 43 % | |||||
| 1313.6 grams | 31 % | |||||
| 1497.6 grams | 22 % | |||||
| 1656.3 grams | 14 % | |||||
| 1755.8 grams | 8 % | |||||
| 1807.5 grams | 5.7 % | |||||
General comments (publicly viewable) (Max 1000 characters): 1/2", 3/8", #4, #8, #30, #200 are not witinn Limit Job Mix.
Test was verified on 8/21/2024 ✔