Summary for Test 2024-07-08-45-4
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 19 DEA: 010A7704 EFIS: 0100020390 |
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DIST-CO-RTE-PM | 01-DN-101-21.0/21.5 |
Award Date | Not set |
Closeout Date | 04/09/2013 |
Work Description | Repair Slipout |
Location Description | Near Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct |
QA Service Level | 1 (Verified on 03/07/2011) |
Sample Information
Sample Taken Date | 07/08/2024 | Sample Unique Key | 45 |
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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 | 07/09/2024 |
Sample type | Quality Assurance | A brief description of the sample | AC Drum Aggregate |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
Title of sampler | QC Manager | Telephone number of sampler | 5102077252 |
Laboratory sample identification | Rich_24_ 081 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Dutra Materials Richmond | 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) | 91-21-0008 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA 15% Rap | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | L210140WMA | Lot number | 1 |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-07-08-45
DIME Test ID: 2024-07-08-45-4
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-07-15
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: IGNACIO ARECHIGA
Date of test: 07/10/2024
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 89 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 2 Passing Gradation
Test was verified on 7/15/2024 ✔