Summary for Test 2026-05-04-9-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-4.1/10.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE. |
| Location Description | KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 05/04/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/04/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | L1SL4 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Decker |
| 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 | 3944949 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0068 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Windrow in the field. | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-04-9
DIME Test ID: 2026-05-04-9-1
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: 2026-05-05
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative
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: Mike Cozad
Date of test: 05/05/2026
Total mass of material in the sample: 1983.8 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): -0.4 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.1 %
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): -1.0 %
Aggregate correction factor for the #16 sieve (% passing): -0.9 %
Aggregate correction factor for the #30 sieve (% passing): -0.1 %
Aggregate correction factor for the #50 sieve (% passing): -0.4 %
Aggregate correction factor for the #100 sieve (% passing): 0.4 %
Aggregate correction factor for the #200 sieve (% passing): 0.6 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W9204_37046_260504_L1SL4_T30 | 272.16 KB | 05/05/2026 | 2026-05-04-9-1 | Info |
Test was verified on 5/5/2026 ✔