Summary for Test 2025-09-03-57-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-0.74/11.0 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC. |
| Location Description | LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 09/03/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 09/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined Lime Treated 3/4-inch Aggregate |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80032A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 876952 |
| 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) | 19-18-0008::Ward Lake Pit |
|---|---|---|---|
| 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 Feed | |
| 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 |
|---|---|---|
| 2025-09-14: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP | 1 | 2025-09-03-57-1 |
Test Details
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DIME Sample ID: 2025-09-03-57
DIME Test ID: 2025-09-03-57-1
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: 2025-09-16
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: Josh Murphy
Date of test: 09/10/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5352.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 86.0 grams | 98 % | |||||
| 812.0 grams | 85 % | |||||
| 1346.0 grams | 75 % | |||||
| 2947.0 grams | 45 % | |||||
| 514.4 grams | ||||||
| 206.1 grams | 27 % | |||||
| 314.9 grams | 17 % | |||||
| 377.7 grams | 12 % | |||||
| 418.8 grams | 8 % | |||||
| 446.5 grams | 6 % | |||||
| 463.1 grams | 4.5 % | |||||
| 465.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2025 ✔