Summary for Test 2022-10-21-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
| Award Date | 03/03/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | TRINITY CULVERTS |
| Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 10/21/2022 |
| Sample type | Acceptance | A brief description of the sample | Combined Lime Treated 3/4-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 | J.D. | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79177F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858106 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-21-39
DIME Test ID: 2022-10-21-39-1
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: 2022-10-31
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: 10/31/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 39 %
Cumulative percent passing the #8 sieve: 27 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters): Mathematically combined at 76.0% virgin aggregate and 24.0% reclaimed aggregate per CT 384
Test was verified on 10/31/2022 ✔