Summary for Test 2025-07-16-59-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Lime Treated 3/4-inch Combined 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 | Sean | Last name of sampler or witnessed by | McWithey |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79956A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858159 |
| 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) | 95-45-0017::Fawndale Rock Quarry - Redding, 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 | 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 |
|---|---|---|
| 2025-07-24: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-07-16-59-1 |
Test Details
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DIME Sample ID: 2025-07-16-59
DIME Test ID: 2025-07-16-59-1
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: 07/22/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5100.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 114.0 grams | 98 % | |||||
| 1140.0 grams | 78 % | |||||
| 1457.0 grams | 71 % | |||||
| 2770.0 grams | 46 % | |||||
| 523.3 grams | ||||||
| 209.8 grams | 28 % | |||||
| 323.3 grams | 18 % | |||||
| 387.9 grams | 12 % | |||||
| 426.2 grams | 9 % | |||||
| 450.4 grams | 6 % | |||||
| 464.2 grams | 5.2 % | |||||
| 466.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2025 ✔