Summary for Test 2025-07-22-55-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 07/22/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags of Combined Lime Treated 1/2-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 | Riley |
| Last name of sampler or witnessed by | Melvin | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79970A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 815571 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3923700 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 19-18-0008::Ward Lake Pit (Litchfield, CA) |
|---|---|---|---|
| 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 | Cold Feed — Windrow | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-07-29: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-07-22-55-1 |
Test Details
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DIME Sample ID: 2025-07-22-55
DIME Test ID: 2025-07-22-55-1
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: 2025-07-30
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: 07/29/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2032.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 70.5 grams | 97 % | |||||
| 344.3 grams | 83 % | |||||
| 946.0 grams | 53 % | |||||
| 508.1 grams | ||||||
| 199.3 grams | 32 % | |||||
| 305.3 grams | 21 % | |||||
| 367.5 grams | 15 % | |||||
| 407.1 grams | 11 % | |||||
| 433.3 grams | 8 % | |||||
| 448.7 grams | 6.2 % | |||||
| 449.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2025 ✔