Summary for Test 2023-02-08-47-4
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/26/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 02/08/2023 | Sample Unique Key | 47 |
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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 | 02/08/2023 |
Sample type | Quality Control | A brief description of the sample | aggs |
The quantity of what the sample constitutes | 1 per batch | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Rickey | Last name of sampler or witnessed by | Guevara |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Don Chapin - Los Banos Plant | 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) | 91-35-0012 |
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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 | 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: 2023-02-08-47
DIME Test ID: 2023-02-08-47-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-15
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Alexander Lazcano
Date of test: 02/09/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 99 %
Cumulative percent passing the 3/4 in. sieve: 85 %
Cumulative percent passing the 1/2 in. sieve: 45 %
Cumulative percent passing the 3/8 in. sieve: 18 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2023 ✔