Summary for Test 2024-09-04-36-2
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 995535 DEA: 120T8704 EFIS: 1222000110 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,57-30.3/39.6,10.7/21.8 |
| Award Date | 03/01/2024 |
| Closeout Date | 06/23/2025 |
| Work Description | APPLY METHACRYLATE, POLYESTER CONCRETE, AND REPLACE JOINT SEALS. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS ON ROUTE 5 FROM ROUTE 5/55 SEPARATION TO EUCLID STREET OVERCROSSING AND ON ROUTE 57 FROM ROUTE 5/57 SEPARATION TO TONNER CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 09/04/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 09/04/2024 |
| Sample type | Quality Control | A brief description of the sample | 3/8" x #8 Aggregate |
| The quantity of what the sample constitutes | 1306.0g | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Juneman |
| 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 | Bid Item | Not set |
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 | Folsom Ready Mix Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-09-04-36
DIME Test ID: 2024-09-04-36-2
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-06
Test Results
What type of gradation is being tested?: 0.375 in x No. 8 - Coarse 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: 09/05/2024
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 15 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/6/2024 ✔
