Summary for Test 2024-06-13-141-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-25.2/38.6 |
| Award Date | 10/13/2023 |
| Closeout Date | 06/12/2025 |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL. |
| Location Description | SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2019) |
Sample Information
| Sample Taken Date | 06/13/2024 | Sample Unique Key | 141 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/13/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 bag of Combined Lime Treated 3/4-inch Aggregate, "60,000-ton milestone" | The quantity of what the sample constitutes | 750 Tons |
| 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 | D79582 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 899698 | 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) | 91-45-0017::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 | Cold 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 |
|---|---|---|
| 2025-04-2: JMF 24-09-006 | 1 | 2024-06-13-141-1 |
Test Details
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DIME Sample ID: 2024-06-13-141
DIME Test ID: 2024-06-13-141-1
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: 2025-04-08
Test Results
What type of gradation is being tested?: HMA 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 Ferency
Date of test: 06/19/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5023.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 23.0 grams | 100 % | |||||
| 1220.0 grams | 76 % | |||||
| 1758.0 grams | 65 % | |||||
| 3148.0 grams | 37 % | |||||
| 505 grams | ||||||
| 212.9 grams | 21 % | |||||
| 317.3 grams | 14 % | |||||
| 373.5 grams | 10 % | |||||
| 407.9 grams | 7 % | |||||
| 430.6 grams | 5 % | |||||
| 445.7 grams | 4.3 % | |||||
| 449.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2025 ✔