Summary for Test 2024-07-08-57-2
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
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DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
Award Date | 11/23/2022 |
Closeout Date | Not set |
Work Description | Project Name: HUM-299 Curve Improvement |
Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE |
QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
Sample Taken Date | 07/08/2024 | Sample Unique Key | 57 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/08/2024 |
Sample type | Quality Control | A brief description of the sample | Fine Agg - Sand |
The quantity of what the sample constitutes | 663.1g | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Sean | Last name of sampler or witnessed by | Steele |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Folsom Ready 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) | 91-45-0061 |
---|---|---|---|
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 | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-07-08-57
DIME Test ID: 2024-07-08-57-2
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-16
Test Results
What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Sean Steele
Date of test: 07/15/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 74 %
Cumulative percent passing the #16 sieve: 44 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2024 ✔