Summary for Test 2025-06-18-154-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-11.0/16.0 |
| Award Date | 04/09/2025 |
| Closeout Date | Not set |
| Work Description | PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 06/18/2025 | Sample Unique Key | 154 |
|---|---|---|---|
| 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 | 06/19/2025 |
| Sample type | Verification | A brief description of the sample | Untreated Virgin 1/2" Crushed Sized Aggregate |
| The quantity of what the sample constitutes | JMF Verification | 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 | D79909A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 877785A |
| 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) | 91-25-0008::Shaw Pit (Lookout, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2" Crushed | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Sized Untreated Virgin Aggregate Stockpile | |
| 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 |
Test Details
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DIME Sample ID: 2025-06-18-154
DIME Test ID: 2025-06-18-154-1
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: 2025-08-21
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Dacota Mei and Josh Murphy
Date of test: 06/26/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 80 % | ||||||
| 18 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
| 2 % | ||||||
| 2 % | ||||||
| 2 % | ||||||
| 2 % | ||||||
| 2 % | ||||||
| 1.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2025 ✔