Summary for Test 2026-08-14-88-2
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 | 08/14/2026 | Sample Unique Key | 88 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2026 | 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 | 1 |
| Sublot number | 4 | HMA Mix Number | 220304 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 58-22 | Binder Supplier | Pacific Northwestern Oil |
| RAP content (%) | 25 | WMA Additives | Yes |
| Antistrip type |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-08-14-88
DIME Test ID: 2026-08-14-88-2
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: 2026-09-08
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: 09/08/2026
Total mass of material in the sample: 2071.2 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: 61.8 grams
Cumulative mass retained on the 1/2 in. sieve: 257.4 grams
Cumulative mass retained on the 3/8 in. sieve: 372.2 grams
Cumulative mass retained on the #4 sieve: 950.5 grams
Cumulative mass retained on the #8 sieve: 1414.9 grams
Cumulative mass retained on the #16 sieve: 1643.0 grams
Cumulative mass retained on the #30 sieve: 1757.1 grams
Cumulative mass retained on the #50 sieve: 1832.0 grams
Cumulative mass retained on the #100 sieve: 1895.3 grams
Cumulative mass retained on the #200 sieve: 1941.4 grams
Cumulative mass retained on the pan: 1967.3 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: 88 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6.8 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 3
Test was verified on 9/8/2026 ✔