Summary for Test 2022-09-18-4-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 215639 DEA: 100S6804 EFIS: 1014000100 |
---|---|
DIST-CO-RTE-PM | 10-ALP-4,88,89-Var |
Award Date | 06/21/2021 |
Closeout Date | Not set |
Work Description | REPLACE CULVERTS, HEADWALLS AND REPLACE END TREATMENTS. |
Location Description | ALPINE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/21/2021) |
Sample Information
Sample Taken Date | 09/18/2022 | Sample Unique Key | 4 |
---|---|---|---|
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 | 09/18/2022 |
Sample type | Quality Control | A brief description of the sample | sand fine agg |
The quantity of what the sample constitutes | Week's Gradation | 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 | Perkins Plant | 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 |
---|---|---|---|
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: 2022-09-18-4
DIME Test ID: 2022-09-18-4-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-10-03
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: 09/18/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 90 %
Cumulative percent passing the #16 sieve: 73 %
Cumulative percent passing the #30 sieve: 49 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2022 ✔