Summary for Test 2023-01-12-46-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 01/12/2023 | Sample Unique Key | 46 |
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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 | 01/13/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A R25 |
The quantity of what the sample constitutes | 1 Bags of Coldfeed, 1 Bag of RAP | From where was the sample collected | Source |
First name of sampler or witnessed by | Avo | Last name of sampler or witnessed by | Karajian |
Title of sampler | TET | Telephone number of sampler | 2137985952 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction - Santa Paula | Transportation Laboratory (TL) Number | |
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) | 91-19-0046 |
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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 | Coldfeed Chute | |
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 | 1 | |
Sublot number | 5 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-01-12-46
DIME Test ID: 2023-01-12-46-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-02-06
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?: No
Input Type: Calculated
Tester's full name: Avo Karajian
Date of test: 01/18/2023
Cumulative percent passing the 2 in. sieve: 100 %
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 22 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 6.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/6/2023 ✔