Summary for Test 2026-08-19-16-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-28.2/31.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 08/19/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 08/20/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA- A 15% RAP |
| The quantity of what the sample constitutes | 3/4" HMA- Type A 15% RAP L1SL1 PSE1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | Escober |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith, Edmonston | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3936252 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-08-19-16
DIME Test ID: 2026-08-19-16-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-08-20
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: Neale Brown
Date of test: 08/20/2026
Total mass of material in the sample: 1928.2 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: 187.0 grams
Cumulative mass retained on the 3/8 in. sieve: 423.0 grams
Cumulative mass retained on the #4 sieve: 933.0 grams
Cumulative mass retained on the #8 sieve: 1246.8 grams
Cumulative mass retained on the #16 sieve: 1456.8 grams
Cumulative mass retained on the #30 sieve: 1592.2 grams
Cumulative mass retained on the #50 sieve: 1700.1 grams
Cumulative mass retained on the #100 sieve: 1791.9 grams
Cumulative mass retained on the #200 sieve: 1850.6 grams
Cumulative mass retained on the pan: 1585.9 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): -0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing): 0.8 %
Aggregate correction factor for the #4 sieve (% passing): -0.7 %
Aggregate correction factor for the #8 sieve (% passing): 0.3 %
Aggregate correction factor for the #16 sieve (% passing): 0.0 %
Aggregate correction factor for the #30 sieve (% passing): -2.0 %
Aggregate correction factor for the #50 sieve (% passing): 0.3 %
Aggregate correction factor for the #100 sieve (% passing): 0.1 %
Aggregate correction factor for the #200 sieve (% passing): 0.1 %
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: 90 %
Cumulative percent passing the 3/8 in. sieve: 79 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.1 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V6104_37040_260819_L1SL1_T030 | 126.57 KB | 08/20/2026 | 2026-08-19-16-3 | Info |
Test was verified on 8/20/2026 ✔