Summary for Test 2024-05-14-8-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 05/14/2024 | Sample Unique Key | 8 |
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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 | 05/14/2024 |
Sample type | Quality Assurance | A brief description of the sample | Cold Feed(aggregate) |
The quantity of what the sample constitutes | 0 to 750 tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Jupelian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Fisher Sand and Gravel | 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) | Jobsite |
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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 | Hot 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 | ||
Sublot number | Aggregate Mix Number | CAO 125 |
Test Details
DIME Sample ID: 2024-05-14-8
DIME Test ID: 2024-05-14-8-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-05-17
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/16/2024
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 93 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 41 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters): Project: 09-213404
> Date: 5/14/24
> Material Producer: Fisher
> Location: Olancha Ca
> Producer Material ID: CAO-125
> (3/4”WMA-SP-R25)
> Sample of: Cold Feed(aggregate
> Sampled at: Hot Plant
> Sample ID: PSU#3
>
> Request for Testing:
> Sie
Test was verified on 5/17/2024 ✔