Summary for Test 2022-12-23-8-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
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DIST-CO-RTE-PM | 01-LAK-20,29,175-Var |
Award Date | 09/20/2021 |
Closeout Date | Not set |
Work Description | Replace & widen bridges |
Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 11/04/2020) |
Sample Information
Sample Taken Date | 12/23/2022 | Sample Unique Key | 8 |
---|---|---|---|
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 | 12/23/2022 |
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 | Fikra | Last name of sampler or witnessed by | Jahya |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Point Lakeview Rock and Redi-Mix | 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) | 2575 |
---|---|---|---|
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 | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | 36675MFS | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-12-23-8
DIME Test ID: 2022-12-23-8-1
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: 2022-12-29
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 12/27/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 92 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 1.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/29/2022 ✔