Summary for Test 2025-04-17-41-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 04/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 Bags of 3/4-inch Untreated Sized Virgin Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation and Annual Soundness Testing | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D79855A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823565A |
| 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 | 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: 2025-04-17-41
DIME Test ID: 2025-04-17-41-1
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: 2025-05-02
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?: No
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 04/22/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5081.3 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 560.0 grams | 89 % | |||||
| 3440.0 grams | 32 % | |||||
| 4232.0 grams | 17 % | |||||
| 4857.0 grams | 4 % | |||||
| 4933.5 grams | 3 % | |||||
| 4951.1 grams | 3 % | |||||
| 4960.4 grams | 2 % | |||||
| 4968.7 grams | 2 % | |||||
| 4979.3 grams | 2 % | |||||
| 4993.2 grams | 1.7 % | |||||
| 4999.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2025 ✔