Summary for Test 2021-11-18-30-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 |
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DIST-CO-RTE-PM | 03-SAC-99-7.92 / 8.4 |
Award Date | 06/24/2020 |
Closeout Date | 11/28/2023 |
Work Description | Remove and replace Consumnes River and Consumnes River Overflow bridge |
Location Description | Sacramento County |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 11/18/2021 | Sample Unique Key | 30 |
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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 | 11/18/2021 |
Sample type | Quality Control | A brief description of the sample | Washed Concrete Sand |
The quantity of what the sample constitutes | 1 Day | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | McElhaney |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Knife River | 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) | 91-34-0045::ASPEN IV SOUTH |
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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 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | 547 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-11-18-30
DIME Test ID: 2021-11-18-30-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-07
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: Calculated
Tester's full name: Todd Strait
Date of test: 11/19/2021
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 88 %
Cumulative percent passing the #16 sieve: 77 %
Cumulative percent passing the #30 sieve: 54 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 3.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔