Summary for Test 2022-04-13-40-3
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993317 DEA: 11264104 EFIS: 1116000045 |
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DIST-CO-RTE-PM | 11-SD-8-2.2 |
Award Date | 12/15/2021 |
Closeout Date | 09/14/2023 |
Work Description | REPLACE BRIDGE PORTIONS & PLACE STRUCTURAL CONCRETE BRIDGE & BARRIER. |
Location Description | SAN DIEGO COUNTY IN SAN DIEGO AT E8-S163 CONNECTOR OVERCROSSING |
QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
Sample Taken Date | 04/13/2022 | Sample Unique Key | 40 |
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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 | 04/14/2022 |
Sample type | Quality Control | A brief description of the sample | Concrete Aggregates |
The quantity of what the sample constitutes | 40 C.Y. | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | McCabe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson National City | 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) | NA |
---|---|---|---|
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-13-40
DIME Test ID: 2022-04-13-40-3
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-21
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Larry Fukushima
Date of test: 04/16/2022
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 7 %
Cumulative percent passing the 1/2 in. sieve: 61 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2022 ✔