Summary for Test 2025-11-03-71-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,5-L47.4,R45.5/R46.0 |
| Award Date | 11/13/2024 |
| Closeout Date | Not set |
| Work Description | NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION. |
| Location Description | SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159 |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 11/03/2025 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 11/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Lime Treated 3/4-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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80115A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 877608 |
| 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 |
|---|---|---|---|
| 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 |
|---|---|---|
| 2025-11-17: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-11-03-71-1 |
Test Details
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DIME Sample ID: 2025-11-03-71
DIME Test ID: 2025-11-03-71-1
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: 2025-11-26
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: Dacota Mei
Date of test: 11/13/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5067.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 127.0 grams | 97 % | |||||
| 1189.0 grams | 77 % | |||||
| 1725.0 grams | 66 % | |||||
| 2801.0 grams | 45 % | |||||
| 518.6 grams | ||||||
| 170.3 grams | 30 % | |||||
| 281.9 grams | 21 % | |||||
| 367.4 grams | 13 % | |||||
| 414.8 grams | 9 % | |||||
| 440.6 grams | 7 % | |||||
| 456.4 grams | 5.4 % | |||||
| 458.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/26/2025 ✔