Summary for Test 2024-04-15-41-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
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DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
Award Date | 01/18/2022 |
Closeout Date | Not set |
Work Description | Highway widening, overhead signs, and electronic toll system. |
Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
Sample Taken Date | 04/15/2024 | Sample Unique Key | 41 |
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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 | 04/15/2024 |
Sample type | Quality Control | A brief description of the sample | Sand |
The quantity of what the sample constitutes | Weekly aggregate sample | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Teichert | Last name of sampler or witnessed by | Teichert |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Aggregates - 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 | Teichert | |
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: 2024-04-15-41
DIME Test ID: 2024-04-15-41-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-04-22
Test Results
What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Teichert
Date of test: 04/15/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 72 %
Cumulative percent passing the #30 sieve: 50 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 2.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2024 ✔