Summary for Test 2022-01-19-7-1
Test performed: AASHTO T27-14
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Project Information
Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
---|---|
DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
Award Date | 01/16/2019 |
Closeout Date | 01/11/2024 |
Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
Sample Taken Date | 01/19/2022 | Sample Unique Key | 7 |
---|---|---|---|
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 | 01/19/2022 |
Sample type | Quality Assurance | A brief description of the sample | Aggregate |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randal | Last name of sampler or witnessed by | Burgess, Sr |
Title of sampler | TET | Telephone number of sampler | (805) 748-5077 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga | 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) | Granite |
---|---|---|---|
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 | Batch Plant | |
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 | 9 | |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-19-7
DIME Test ID: 2022-01-19-7-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-01-21
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: Randal Burgess, Sr
Date of test: 01/19/2022
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 127.9 %
Cumulative percent passing the 1/2 in. sieve: 1150.3 %
Cumulative percent passing the 3/8 in. sieve: 1782.5 %
Cumulative percent passing the #4 sieve: 2802 %
Cumulative percent passing the #8 sieve: 177.4 %
Cumulative percent passing the #16 sieve: 303.6 %
Cumulative percent passing the #30 sieve: 375.6 %
Cumulative percent passing the #50 sieve: 425.8 %
Cumulative percent passing the #100 sieve: 476.2 %
Cumulative percent passing the #200 sieve: 4982.7 %
General comments (publicly viewable) (Max 1000 characters): Passed
Test was verified on 1/21/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.