Summary for Test 2025-12-20-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001850 DEA: 081T3304 EFIS: 0826000040 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/26/2025) |
Sample Information
| Sample Taken Date | 12/20/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 12/22/2025 |
| Sample type | Acceptance | A brief description of the sample | HMA-A SP 3/4" PG58-22 (Virgin) : PG64-10 (Spec) |
| The quantity of what the sample constitutes | 824.95 Tons @ 10:55am | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Idris | Last name of sampler or witnessed by | Najjar |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Matich Corporation — Lytle Creek Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0040 |
|---|---|---|---|
| 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 | Belt Cut at Plant | |
| 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 | ||
| Sublot number | Aggregate Mix Number | B6Z |
Test Details
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DIME Sample ID: 2025-12-20-7
DIME Test ID: 2025-12-20-7-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-06
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: Dylan Nault
Date of test: 12/22/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5161.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 110.8 grams | 98 % | |||||
| 1224.0 grams | 76 % | |||||
| 2004.5 grams | 61 % | |||||
| 2991.2 grams | 42 % | |||||
| 401.8 grams | ||||||
| 93.7 grams | 32 % | |||||
| 171.7 grams | 24 % | |||||
| 237.7 grams | 17 % | |||||
| 297.7 grams | 11 % | |||||
| 334.4 grams | 7 % | |||||
| 358.6 grams | 4.5 % | |||||
| 359.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2026 ✔