Summary for Test 2026-08-04-53-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96- |
| Award Date | 06/09/2026 |
| Closeout Date | Not set |
| Work Description | HAPPY CAMP 2026 - RTE 96 PAVEMENT REHAB: SHOULDER BACKING, REPLACE AC SURFACING, HMA (TYPE A), TACK COAT, COLD PLANE, REMOVE MARKERS/THERMO, 6\\\\"/8\\\\" MMA PAINT TRAFFIC STRIPE & CROSSWALK MARKING |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 08/04/2026 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 3 bags of Combined Lime Treated 3/8-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 | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | D80328A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 846211 | 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) | 19-45-0017 |
|---|---|---|---|
| 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 | Belt Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 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 |
|---|---|---|
| 2026-09-1: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2026-08-04-53-1 |
Test Details
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DIME Sample ID: 2026-08-04-53
DIME Test ID: 2026-08-04-53-1
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: 2026-09-01
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: 08/10/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1069.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 9.9 grams | 99 % | |||||
| 439.4 grams | 59 % | |||||
| 512.8 grams | ||||||
| 259.4 grams | 29 % | |||||
| 363.7 grams | 17 % | |||||
| 416.9 grams | 11 % | |||||
| 445.9 grams | 8 % | |||||
| 464.3 grams | 6 % | |||||
| 475.4 grams | 4.3 % | |||||
| 478.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2026 ✔