Summary for Test 2024-06-06-141-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 06/06/2024 | Sample Unique Key | 141 |
|---|---|---|---|
| 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 | 06/06/2024 |
| 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 | D79567 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 876861 |
| 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) | 91-45-0057::Shasta Ranch Aggregates and 91-45-0061::Latona Agg. |
|---|---|---|---|
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-03-1: JMF 24-11-P02 | 1 | 2024-06-06-141-1 |
Test Details
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DIME Sample ID: 2024-06-06-141
DIME Test ID: 2024-06-06-141-1
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: 2025-03-04
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: Joe Mishoe
Date of test: 06/12/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5128.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 85.0 grams | 98 % | |||||
| 779.0 grams | 85 % | |||||
| 1681.0 grams | 67 % | |||||
| 3536.0 grams | 31 % | |||||
| 502.4 grams | ||||||
| 215.5 grams | 18 % | |||||
| 306.0 grams | 12 % | |||||
| 359.7 grams | 9 % | |||||
| 395.4 grams | 7 % | |||||
| 420.4 grams | 5 % | |||||
| 438.1 grams | 4 % | |||||
| 441.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2025 ✔