Summary for Test 2026-08-09-2-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-40.0/42.9, 52.8/62.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 08/09/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 08/10/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/8 HMA w RAP type A |
| The quantity of what the sample constitutes | HMA+25%RAP L1SL1 | 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 | Granite Solari | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3957525 |
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 (%) | 4.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | San Joaquin Refining Co. |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-09-2
DIME Test ID: 2026-08-09-2-3
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: 2026-08-10
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: matt Decker
Date of test: 08/10/2026
Total mass of material in the sample: 1962.8 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: 14.8 grams
Cumulative mass retained on the 1/2 in. sieve: 251.1 grams
Cumulative mass retained on the 3/8 in. sieve: 446.1 grams
Cumulative mass retained on the #4 sieve: 789.7 grams
Cumulative mass retained on the #8 sieve: 1053.0 grams
Cumulative mass retained on the #16 sieve: 1270.1 grams
Cumulative mass retained on the #30 sieve: 1468.3 grams
Cumulative mass retained on the #50 sieve: 1645.6 grams
Cumulative mass retained on the #100 sieve: 1765.6 grams
Cumulative mass retained on the #200 sieve: 1824.3 grams
Cumulative mass retained on the pan: 1836.3 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): 0.1 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -0.9 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -1.6 %
Aggregate correction factor for the #4 sieve (% passing): -2.3 %
Aggregate correction factor for the #8 sieve (% passing): -2.8 %
Aggregate correction factor for the #16 sieve (% passing): -1.5 %
Aggregate correction factor for the #30 sieve (% passing): 0.5 %
Aggregate correction factor for the #50 sieve (% passing): 0.1 %
Aggregate correction factor for the #100 sieve (% passing): 0.2 %
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.0 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_1H9304_37013_260809_L1SL1 | 282.80 KB | 08/10/2026 | 2026-08-09-2-3 | Info |
Test was verified on 8/10/2026 ✔