Summary for Test 2025-10-28-49-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | Not set |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 10/28/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 10/28/2025 |
| Sample type | Acceptance | A brief description of the sample | 39AC34LMA 3/4" Aggregate |
| The quantity of what the sample constitutes | 578 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Manzo |
| Title of sampler | SPM QC | Telephone number of sampler | |
| Laboratory sample identification | 251028 L2SL12 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Pacific Materials - Avenal | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3916770 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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 | 2 | |
| Sublot number | 12 | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-10-28-49
DIME Test ID: 2025-10-28-49-2
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-11-03
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: R. Zayas
Date of test: 10/29/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 81 % | ||||||
| 0 % | ||||||
| 48 % | ||||||
| 30 % | ||||||
| 0 % | ||||||
| 12 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 3.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined w/ RAP Grad
Test was verified on 11/3/2025 ✔