Summary for Test 2026-08-20-69-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002511 DEA: 022K2104 EFIS: 0225000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36,172-unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TEHAMA COUNTY NEAR MINERAL ON ROUTE 36 FROM 1.3 MILES EAST OF NORTH JUNCTION ROUTE 89 TO 0.1 MILE WEST OF MILL CREEK BRIDGE AND ON ROUTE 172 FROM 0.7 MILE WEST OF DOGWOOD WAY TO EAST JUNCTION OF ROUTE 36. |
| QA Service Level | 1 (Verified on 08/20/2026) |
Sample Information
| Sample Taken Date | 08/20/2026 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2026 | Sample type | Production Start-Up |
| A brief description of the sample | Production Start-Up Evaluation | The quantity of what the sample constitutes | 2 bags of Combined Lime Treated 3/8-inch Aggregate |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | D80366A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | |
| Transportation Laboratory (TL) Number | 036647 | 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) | 91-32-0002 |
|---|---|---|---|
| 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 | 3/8 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 |
|---|---|---|
| 2026-09-6: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2026-08-20-69-1 |
Test Details
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DIME Sample ID: 2026-08-20-69
DIME Test ID: 2026-08-20-69-1
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?: No
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/01/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1077.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 13.0 grams | 99 % | |||||
| 98.4 grams | 91 % | |||||
| 734.0 grams | 32 % | |||||
| 878.2 grams | 19 % | |||||
| 941.4 grams | 13 % | |||||
| 977.7 grams | 9 % | |||||
| 1000.8 grams | 7 % | |||||
| 1015.8 grams | 6 % | |||||
| 1028.0 grams | 4.6 % | |||||
| 1029.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2026 ✔