Summary for Test 2026-05-08-16-6
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001245 DEA: 040AA624 EFIS: 0419000518 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-1-0.9/5.8 |
| Award Date | 07/23/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA (TYPE A) AND INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM HOLLOWAY AVENUE TO CALIFORNIA STREET |
| QA Service Level | 1 (Verified on 10/23/2025) |
Sample Information
| Sample Taken Date | 05/08/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/09/2026 | Sample type | Acceptance |
| A brief description of the sample | 1/2 HMA + 15% RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Leo |
| Last name of sampler or witnessed by | Mendoza | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Peninsula Road Materials-RC | |
| 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 | 1/2 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: 2026-05-08-16
DIME Test ID: 2026-05-08-16-6
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: 2026-05-13
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: 05/13/2026
Total mass of material in the sample: 1493.2 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: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 45.8 grams
Cumulative mass retained on the 3/8 in. sieve: 163.0 grams
Cumulative mass retained on the #4 sieve: 509.5 grams
Cumulative mass retained on the #8 sieve: 739.4 grams
Cumulative mass retained on the #16 sieve: 948.1 grams
Cumulative mass retained on the #30 sieve: 1117.6 grams
Cumulative mass retained on the #50 sieve: 1255.2 grams
Cumulative mass retained on the #100 sieve: 1352.3 grams
Cumulative mass retained on the #200 sieve: 1397.0 grams
Cumulative mass retained on the pan: 1422.6 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): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -1.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.7 %
Aggregate correction factor for the #4 sieve (% passing): 0.9 %
Aggregate correction factor for the #8 sieve (% passing): 1.3 %
Aggregate correction factor for the #16 sieve (% passing): 1.1 %
Aggregate correction factor for the #30 sieve (% passing): 0.1 %
Aggregate correction factor for the #50 sieve (% passing): -0.5 %
Aggregate correction factor for the #100 sieve (% passing): -0.5 %
Aggregate correction factor for the #200 sieve (% passing): -0.2 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 52 %
Cumulative percent passing the #16 sieve: 38 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6.2 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 12
Test was verified on 5/13/2026 ✔