Summary for Test 2023-08-01-52-6
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 | 08/01/2023 | Sample Unique Key | 52 |
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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 | 08/01/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1x 4 Pcc Aggregate |
The quantity of what the sample constitutes | 3 bags 1x4, Sand | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Gurjeet | Last name of sampler or witnessed by | Litt |
Title of sampler | TET | 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) | 91-24-0009 |
---|---|---|---|
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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | G67534ST | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-01-52
DIME Test ID: 2023-08-01-52-6
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-08-04
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/01/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
498.6 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
65 grams | 87 % | |||||
195 grams | 61 % | |||||
304 grams | 39 % | |||||
397 grams | 20 % | |||||
456 grams | 9 % | |||||
474 grams | 5 % | |||||
480 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2023 ✔