Summary for Test 2026-07-31-16-4
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-223-1.8/10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLE AND V-DITCHES. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 07/31/2026 | 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 | 07/31/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L2SL15 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3945942 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 2 |
| Sublot number | 15 | HMA Mix Number | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-07-31-16
DIME Test ID: 2026-07-31-16-4
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: 2026-07-31
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: 07/31/2026
Total mass of material in the sample: 1412.2 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: 28.0 grams
Cumulative mass retained on the 3/8 in. sieve: 200.0 grams
Cumulative mass retained on the #4 sieve: 863.0 grams
Cumulative mass retained on the #8 sieve: 1106.6 grams
Cumulative mass retained on the #16 sieve: 1186.7 grams
Cumulative mass retained on the #30 sieve: 1234.4 grams
Cumulative mass retained on the #50 sieve: 1271.9 grams
Cumulative mass retained on the #100 sieve: 1304.0 grams
Cumulative mass retained on the #200 sieve: 1332.5 grams
Cumulative mass retained on the pan: 1335.7 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): -0.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.1 %
Aggregate correction factor for the #4 sieve (% passing): -2.7 %
Aggregate correction factor for the #8 sieve (% passing): -1.6 %
Aggregate correction factor for the #16 sieve (% passing): -1.2 %
Aggregate correction factor for the #30 sieve (% passing): -0.8 %
Aggregate correction factor for the #50 sieve (% passing): -0.5 %
Aggregate correction factor for the #100 sieve (% passing): 0.0 %
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.4 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1C0604_37034_260731_L2SL15_T030 | 128.50 KB | 07/31/2026 | 2026-07-31-16-4 | Info |
Test was verified on 7/31/2026 ✔