Summary for Test 2023-09-27-53-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 995105 DEA: 023J8104 EFIS: 0222000086 |
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DIST-CO-RTE-PM | 02-SIS-3-0.408/7.1 |
Award Date | 03/17/2023 |
Closeout Date | 04/11/2024 |
Work Description | Scott Mountain Overlay |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
Sample Taken Date | 09/27/2023 | Sample Unique Key | 53 |
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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 | 09/27/2023 |
Sample type | Production Start-Up | 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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79362F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824452 |
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 (Anderson, CA) |
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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 |
Test Details
DIME Sample ID: 2023-09-27-53
DIME Test ID: 2023-09-27-53-1
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: 2023-10-13
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: Colt Sweeny
Date of test: 10/03/2023
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 62 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.9 %
General comments (publicly viewable) (Max 1000 characters): Mathematically Combined per CT 384 at 76.0% Virgin Aggregate from Cold Feed and 24.0% Reclaimed Aggregate from RAP.
P½″=100.%,
P⅜″=100.%,
P№4=62%,
P№8=40.%,
P№30=20.%,
P№200=7.9%
Test was verified on 10/13/2023 ✔