Summary for Test 2025-02-01-1-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 02/01/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2025 | Sample type | Acceptance |
| A brief description of the sample | 1 x No. 4 PCC Aggregate | The quantity of what the sample constitutes | 450 CY |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Honesto |
| Last name of sampler or witnessed by | Castillo | Title of sampler | MREAs |
| Telephone number of sampler | 2134537563 | Laboratory sample identification | 006A |
| Linked DIME Sample ID | 2025-02-01-2 | The fabricator/manufacturer/facility name | Vanguard Mobile Plant-Norwalk |
| Transportation Laboratory (TL) Number | C 003451 | 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) | 91-19-0035 |
|---|---|---|---|
| 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 | Mobile Plant Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | HE4X4BM | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-01-1
DIME Test ID: 2025-02-01-1-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-03-25
Test Results
What type of gradation is being tested?: 1 in. x No. 4 - 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: Honesto Castillo
Date of test: 02/03/2025
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 85 %
Cumulative percent passing the 1/2 in. sieve: 54 %
Cumulative percent passing the 3/8 in. sieve: 30 %
Cumulative percent passing the #4 sieve: 3 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2025 ✔