Summary for Test 2026-10-01-32-2
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,CC,SOL-580,680,780-Var |
| Award Date | 09/25/2025 |
| Closeout Date | Not set |
| Work Description | INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY. |
| Location Description | ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/13/2025) |
Sample Information
| Sample Taken Date | 10/01/2026 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/02/2026 | 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 (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 58-22 | Binder Supplier | |
| RAP content (%) | Not set | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-10-01-32
DIME Test ID: 2026-10-01-32-2
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: 2026-10-05
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: Robert Lohman
Date of test: 10/05/2026
Total mass of material in the sample: 1928.8 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: 49.1 grams
Cumulative mass retained on the 1/2 in. sieve: 225.2 grams
Cumulative mass retained on the 3/8 in. sieve: 387.9 grams
Cumulative mass retained on the #4 sieve: 893.0 grams
Cumulative mass retained on the #8 sieve: 1325.6 grams
Cumulative mass retained on the #16 sieve: 1526.2 grams
Cumulative mass retained on the #30 sieve: 1621.7 grams
Cumulative mass retained on the #50 sieve: 1695.0 grams
Cumulative mass retained on the #100 sieve: 1772.0 grams
Cumulative mass retained on the #200 sieve: 1832.7 grams
Cumulative mass retained on the pan: 1900.1 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): 1.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -0.2 %
Aggregate correction factor for the 3/8 in. sieve (% passing): 0.4 %
Aggregate correction factor for the #4 sieve (% passing): 0.6 %
Aggregate correction factor for the #8 sieve (% passing): 0.6 %
Aggregate correction factor for the #16 sieve (% passing): -0.5 %
Aggregate correction factor for the #30 sieve (% passing): -0.8 %
Aggregate correction factor for the #50 sieve (% passing): -0.6 %
Aggregate correction factor for the #100 sieve (% passing): -0.1 %
Aggregate correction factor for the #200 sieve (% passing): 0.4 %
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: 80 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.4 %
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 10/5/2026 ✔