Summary for Test 2024-05-10-61-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994332 DEA: 11430444 EFIS: 1118000204 |
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DIST-CO-RTE-PM | 11-IMP-8,78-Var |
Award Date | 12/22/2022 |
Closeout Date | Not set |
Work Description | REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL. |
Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
Sample Taken Date | 05/10/2024 | Sample Unique Key | 61 |
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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 | 03/04/2024 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Aggregates |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8810-S | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Gibson Shaefer | 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) | N/A |
---|---|---|---|
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 | Concrete Aggregates | |
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 | 22023R |
Test Details
DIME Sample ID: 2024-05-10-61
DIME Test ID: 2024-05-10-61-5
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-08-08
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: Shawn Rivers
Date of test: 07/01/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
387 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
50.3 grams | 87 % | |||||
104.5 grams | 73 % | |||||
189.6 grams | 51 % | |||||
274.8 grams | 29 % | |||||
348.3 grams | 10 % | |||||
385.8 grams | 0 % | |||||
0 grams |
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 8/8/2024 ✔