Summary for Test 2026-10-08-14-2
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002406 DEA: 09428804 EFIS: 0925000089 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RTE 395 LITTLE LAKE PAVEMENT PRESERVATION (PM R8.4/R11.8): HMA (TYPE A) OVERLAY & DIGOUTS, HMA DIKE (TYPE E), SHOULDER BACKING, RUMBLE STRIP, FOG SEAL, COLD PLANE, THERMO STRIPING |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/16/2026) |
Sample Information
| Sample Taken Date | 10/08/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/8" HMA-A-SP PG64-28M | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Enriquez | Title of sampler | ARE |
| Telephone number of sampler | Laboratory sample identification | HMA-2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bowman Asphalt, Ridgecrest | |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | L261845 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 0 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-10-08-14
DIME Test ID: 2026-10-08-14-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-10-13
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: Derek Carrington
Date of test: 10/13/2026
Total mass of material in the sample: 1544.6 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 20.8 grams
Cumulative mass retained on the #4 sieve: 668.0 grams
Cumulative mass retained on the #8 sieve: 1004.3 grams
Cumulative mass retained on the #16 sieve: 1159.6 grams
Cumulative mass retained on the #30 sieve: 1260.8 grams
Cumulative mass retained on the #50 sieve: 1344.0 grams
Cumulative mass retained on the #100 sieve: 1408.1 grams
Cumulative mass retained on the #200 sieve: 1456.0 grams
Cumulative mass retained on the pan: 1469.9 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): 0.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -2.3 %
Aggregate correction factor for the #4 sieve (% passing): -2.8 %
Aggregate correction factor for the #8 sieve (% passing): -4.3 %
Aggregate correction factor for the #16 sieve (% passing): -5.0 %
Aggregate correction factor for the #30 sieve (% passing): -4.8 %
Aggregate correction factor for the #50 sieve (% passing): -3.7 %
Aggregate correction factor for the #100 sieve (% passing): -2.5 %
Aggregate correction factor for the #200 sieve (% passing): -1.6 %
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 96 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.1 %
General comments (publicly viewable) (Max 1000 characters): HMA-02 PP Gradation
Test was verified on 10/13/2026 ✔