Summary for Test 2022-07-25-78-1
Test performed: ASTM C136-19
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
| Project Identifiers | Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-20-25.6/39.8 |
| Award Date | 01/28/2022 |
| Closeout Date | 07/15/2025 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP. |
| Location Description | NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD |
| QA Service Level | 1 (Verified on 07/26/2021) |
Sample Information
| Sample Taken Date | 07/25/2022 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 07/25/2022 |
| Sample type | Quality Control | A brief description of the sample | Aggregate Gradation |
| The quantity of what the sample constitutes | Week's Production | 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 | Bid Item | Not set |
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 | Teichert Perkins | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-07-25-78
DIME Test ID: 2022-07-25-78-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-08-29
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: 07/25/2022
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 13 %
Cumulative percent passing the #8 sieve: 5 %
Cumulative percent passing the #16 sieve: 0 %
Cumulative percent passing the #30 sieve: 0 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.