Summary for Test 2026-07-17-24-6
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 | 07/17/2026 | Sample Unique Key | 24 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/17/2026 |
| Sample type | JMF Verification | A brief description of the sample | 3/4 HMA type A |
| The quantity of what the sample constitutes | 24 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Raj | Last name of sampler or witnessed by | Bharathan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 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 | 3/4 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: 2026-07-17-24
DIME Test ID: 2026-07-17-24-6
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: 2026-08-11
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?: No
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/21/2026
Total mass of material in the sample: 2019.6 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: 93.3 grams
Cumulative mass retained on the 3/8 in. sieve: 236.8 grams
Cumulative mass retained on the #4 sieve: 556.3 grams
Cumulative mass retained on the #8 sieve: 903.2 grams
Cumulative mass retained on the #16 sieve: 1225.0 grams
Cumulative mass retained on the #30 sieve: 1452.2 grams
Cumulative mass retained on the #50 sieve: 1623.1 grams
Cumulative mass retained on the #100 sieve: 1749.3 grams
Cumulative mass retained on the #200 sieve: 1844.1 grams
Cumulative mass retained on the pan: 1873.0 grams
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: 95 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 55 %
Cumulative percent passing the #16 sieve: 39 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 8.7 %
General comments (publicly viewable) (Max 1000 characters): JMF-01. No Agg Correction done due to failure of JMF
Test was verified on 8/11/2026 ✔