Summary for Test 2025-09-17-74-2
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 | 09/17/2025 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 09/17/2025 |
| Sample type | Acceptance | A brief description of the sample | 39AC12GGLMA 1/2" Aggregate |
| The quantity of what the sample constitutes | 722 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 | 250917 L1SL3 | 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 | 3916771 |
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 | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-09-17-74
DIME Test ID: 2025-09-17-74-2
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: 2025-10-16
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?: Yes
Input Type: Measured
Tester's full name: Will Wojdylak
Date of test: 09/17/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5109.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 166.8 grams | 97 % | |||||
| 877.6 grams | 83 % | |||||
| 3470.6 grams | 32 % | |||||
| 477.7 grams | ||||||
| 218.3 grams | 17 % | |||||
| 319.4 grams | 11 % | |||||
| 381.4 grams | 6 % | |||||
| 416.5 grams | 4 % | |||||
| 440.7 grams | 2 % | |||||
| 455.1 grams | 1.5 % | |||||
| 455.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2025 ✔