Summary for Test 2026-08-13-80-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001371 DEA: 024F90U4 EFIS: 0224000157 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-41.0/41.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD |
| QA Service Level | 1 (Verified on 07/08/2025) |
Sample Information
| Sample Taken Date | 08/13/2026 | Sample Unique Key | 80 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/13/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 3 bags of Combined Lime Treated 1/2-inch 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 | D80338 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 845655 | 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 | 1/2 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 |
|---|---|---|
| 2026-09-4: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2026-08-13-80-1 |
Test Details
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DIME Sample ID: 2026-08-13-80
DIME Test ID: 2026-08-13-80-1
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: 2026-09-09
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: Sean McWithey
Date of test: 08/25/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2076.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 169.9 grams | 92 % | |||||
| 500.9 grams | 76 % | |||||
| 1106.1 grams | 47 % | |||||
| 513.4 grams | ||||||
| 240.3 grams | 25 % | |||||
| 355.7 grams | 14 % | |||||
| 413.1 grams | 9 % | |||||
| 443.6 grams | 6 % | |||||
| 461.5 grams | 5 % | |||||
| 472.6 grams | 3.7 % | |||||
| 475.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2026 ✔