Summary for Test 2026-07-27-84-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96- |
| Award Date | Not set |
| 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 | 07/27/2026 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 07/27/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 3 bags of Combined Lime Treated 3/4-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 | Telephone number of sampler | |
| Laboratory sample identification | D80311A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 846260 |
| 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 |
|---|---|---|
| 2026-08-17: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2026-07-27-84-1 |
Test Details
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DIME Sample ID: 2026-07-27-84
DIME Test ID: 2026-07-27-84-1
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: 2026-08-18
Test Results
What type of gradation is being tested?: Combined 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: 08/04/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5070.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 44.0 grams | 99.1322 % | |||||
| 987.0 grams | 80.5341 % | |||||
| 1538.0 grams | 69.6671 % | |||||
| 2919.0 grams | 42.4306 % | |||||
| 524.1 grams | ||||||
| 234.8 grams | 23.4214 % | |||||
| 344.3 grams | 14.5564 % | |||||
| 400.9 grams | 9.97414 % | |||||
| 433.0 grams | 7.37536 % | |||||
| 454.2 grams | 5.65903 % | |||||
| 468.6 grams | 4.49322 % | |||||
| 474.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2026 ✔