Summary for Test 2025-07-20-19-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001090 DEA: 021K0504 EFIS: 0224000046 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-L0.4/L1.8 |
| Award Date | 05/15/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT AND RHMA (GAP GRADED). |
| Location Description | SHASTA COUNTY IN REDDING FROM CONTINENTAL UNDERCROSSING NO. 06-0135L TO ROUTE 5/44 SEPARATION |
| QA Service Level | 1 (Verified on 05/01/2025) |
Sample Information
| Sample Taken Date | 07/20/2025 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 07/21/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3 bags of Combined Lime Treated 1/2-inch Type G 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79962 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 847838 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3928830 |
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 | Cold Feed | |
| 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 |
Test Details
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DIME Sample ID: 2025-07-20-19
DIME Test ID: 2025-07-20-19-1
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: 2026-01-09
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: Josh Murphy and Sean McWithey
Date of test: 07/25/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2097.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 99.0 grams | 95 % | |||||
| 307.0 grams | 85 % | |||||
| 1274.7 grams | 39 % | |||||
| 520.4 grams | ||||||
| 278.6 grams | 18 % | |||||
| 374.5 grams | 11 % | |||||
| 422.6 grams | 7 % | |||||
| 449.9 grams | 5 % | |||||
| 469.1 grams | 4 % | |||||
| 480.5 grams | 3 % | |||||
| 481.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 2024 Standard requires PPG. This gradation is within allowed tolerances and provided as additional information.
Test was verified on 1/9/2026 ✔