Summary for Test 2026-08-12-65-5
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001999 DEA: 044X5604 EFIS: 0426000094 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M0.01/M0.01 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/22/2026) |
Sample Information
| Sample Taken Date | 08/12/2026 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4"HMA w/25% RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Yeung | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton Plant | |
| 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 | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-12-65
DIME Test ID: 2026-08-12-65-5
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-02
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Leo Mendoza
Date of test: 09/01/2026
Total mass of material in the sample: 2108.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 51.6 grams
Cumulative mass retained on the 1/2 in. sieve: 324.3 grams
Cumulative mass retained on the 3/8 in. sieve: 496.9 grams
Cumulative mass retained on the #4 sieve: 1024.7 grams
Cumulative mass retained on the #8 sieve: 1421.2 grams
Cumulative mass retained on the #16 sieve: 1641.6 grams
Cumulative mass retained on the #30 sieve: 1763.6 grams
Cumulative mass retained on the #50 sieve: 1850.3 grams
Cumulative mass retained on the #100 sieve: 1922.0 grams
Cumulative mass retained on the #200 sieve: 1971.3 grams
Cumulative mass retained on the pan: 2001.0 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing): 0.9 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.2 %
Aggregate correction factor for the #4 sieve (% passing): -0.4 %
Aggregate correction factor for the #8 sieve (% passing): 0.7 %
Aggregate correction factor for the #16 sieve (% passing): 2.3 %
Aggregate correction factor for the #30 sieve (% passing): 2.0 %
Aggregate correction factor for the #50 sieve (% passing): 1.4 %
Aggregate correction factor for the #100 sieve (% passing): 0.8 %
Aggregate correction factor for the #200 sieve (% passing): 0.5 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
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: 85 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.0 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 2
Test was verified on 9/2/2026 ✔