Summary for Test 2022-01-31-16-1
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 | 01/31/2022 | Sample Unique Key | 16 |
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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 | 01/31/2022 |
Sample type | Quality Control | A brief description of the sample | 1 x 4 PCC Aggregate |
The quantity of what the sample constitutes | 1 Day | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Bishop |
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 | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | 547 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-31-16
DIME Test ID: 2022-01-31-16-1
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?: 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: Todd Strait
Date of test: 02/01/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 32 %
Cumulative percent passing the 3/8 in. sieve: 11 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔