Summary for Test 2022-07-15-55-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/15/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated 3/8-inch Type A 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 | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79093F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 891182 |
| 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 |
|---|---|---|---|
| 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 | Mathematically Combined Gradation per CT 384 | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-07-15-55
DIME Test ID: 2022-07-15-55-1
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: 2022-07-29
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: Calculated
Tester's full name: Darrell Valasek
Date of test: 07/20/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 61 % | ||||||
| 38 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 6.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined at 75.0% virgin and 25.0% reclaimed aggregate.
Test was verified on 7/29/2022 ✔