Summary for Test 2026-05-10-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 05/11/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag of Combined Lime Treated 3/4-inch Virgin 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 896855 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3942604 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-11-0007::Orland Plant (Orland, 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-10-14
DIME Test ID: 2026-05-10-14-1
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: 2026-06-05
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 and C. Sweeny
Date of test: 05/18/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5052.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 114.0 grams | 98 % | |||||
| 1159.0 grams | 77 % | |||||
| 2004.0 grams | 60 % | |||||
| 3074.0 grams | 39 % | |||||
| 525.3 grams | ||||||
| 191.6 grams | 25 % | |||||
| 312.6 grams | 16 % | |||||
| 386.9 grams | 10 % | |||||
| 436.0 grams | 7 % | |||||
| 473.2 grams | 4 % | |||||
| 495.3 grams | 2.2 % | |||||
| 495.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2026 ✔