Summary for Test 2021-01-20-18-7
Test performed: CTM 206-October 2011Project Information
| Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
| Award Date | 10/15/2020 |
| Closeout Date | 05/04/2023 |
| Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 01/20/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/20/2021 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8" X No.8 PCC Aggregates |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Hancock |
| Title of sampler | Regional Quality Manager | Telephone number of sampler | (805) 879-0061 |
| Laboratory sample identification | SRL-3083 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite-Big Rock | Transportation Laboratory (TL) Number | 3083 |
| 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| 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 | 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: 2021-01-20-18
DIME Test ID: 2021-01-20-18-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2021-02-11
Test Results
How will the aggregate be used?: portland cement
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 02/01/2021
% Water Absorbed: 1.4 %
Bulk Saturated Surface Dry Specific Gravity: 2.63
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/11/2021 ✔