Summary for Test 2026-07-22-56-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/22/2026 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 07/22/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined Lime Treated 3/4-inch Virgin Aggregate |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80301A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 845876 |
| 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) | 91-18-0008 |
|---|---|---|---|
| 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 | 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-08-4: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2026-07-22-56-1 |
Test Details
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DIME Sample ID: 2026-07-22-56
DIME Test ID: 2026-07-22-56-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-08-04
Test Results
What type of gradation is being tested?: Combined 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: Sean McWithey
Date of test: 07/29/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5012.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 32.0 grams | 99 % | |||||
| 866.0 grams | 83 % | |||||
| 1383.0 grams | 72 % | |||||
| 2991.0 grams | 40 % | |||||
| 512.2 grams | ||||||
| 174.9 grams | 27 % | |||||
| 276.8 grams | 19 % | |||||
| 337.4 grams | 14 % | |||||
| 379.1 grams | 10 % | |||||
| 413.1 grams | 8 % | |||||
| 439.5 grams | 5.7 % | |||||
| 441.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2026 ✔