Summary for Test 2024-03-15-58-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993551 DEA: 07279124 EFIS: 0715000076 |
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DIST-CO-RTE-PM | 07-LA-57-60-R4.3/R4.5 |
Award Date | 01/12/2023 |
Closeout Date | Not set |
Work Description | STATE ROUTE 57 and 60 HIGHWAYS CONFLUENCE CHOKEPOINT RELIEF PROJECT PHASE II |
Location Description | CITY of DIAMOND BAR and CITY of INDUSTRY LOS ANGELES COUNTY, CALIFORNIA |
QA Service Level | 2 (Verified on 02/04/2022) |
Sample Information
Sample Taken Date | 03/15/2024 | Sample Unique Key | 58 |
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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 | 03/15/2024 |
Sample type | Quality Control | A brief description of the sample | 1x4 concrete aggregates |
The quantity of what the sample constitutes | 1 per batch | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Dane | Last name of sampler or witnessed by | Trudeau |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | RRM - Pomona | 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) | 91-36-0072 |
---|---|---|---|
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 | stockpile or belt cut | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-03-15-58
DIME Test ID: 2024-03-15-58-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-05-28
Test Results
What size aggregate is being tested?: Fine Aggregate
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: Eddie Mendez
Date of test: 03/18/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 62 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/28/2024 ✔