Summary for Test 2022-09-11-6-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
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DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
Award Date | 11/04/2021 |
Closeout Date | Not set |
Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
Sample Taken Date | 09/11/2022 | Sample Unique Key | 6 |
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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 | 09/11/2022 |
Sample type | Quality Control | A brief description of the sample | sieve analysis |
The quantity of what the sample constitutes | Week's Agg. | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Teichert Personnel | Last name of sampler or witnessed by | Teichert Personnel |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Perkins | 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) | 91-34-0053 |
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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 | Perkins Rock Plant | |
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 | Not set |
Test Details
DIME Sample ID: 2022-09-11-6
DIME Test ID: 2022-09-11-6-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-10-08
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):
Input Type: Calculated
Tester's full name: Teichert Personnel
Date of test: 09/11/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 70 %
Cumulative percent passing the #30 sieve: 46 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2022 ✔