Summary for Test 2026-03-12-9-16
Test performed: CTM 226-July 2010Project Information
| Project Identifiers | Project ID: 994675 DEA: 07390204 EFIS: 0722000334 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-47-0.4 / 2.1 |
| Award Date | 01/24/2025 |
| Closeout Date | Not set |
| Work Description | Bridge deck replacement with lightweight precast deck panels ultra high performance concrete. Also includes: replacement of seismic sensors, upgrades to median barrier, railings, fences and guard rails. New finger joints. |
| Location Description | RTE 47 between Terminal Island and San Pedro PM 0.4/2.1 |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 03/12/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 03/12/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Coarse and fine aggregate |
| The quantity of what the sample constitutes | 3 bags of 3/8 size coarse agg and 1 bag of Fine agg | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Subramony | Last name of sampler or witnessed by | Krishnamoorthy |
| Title of sampler | Telephone number of sampler | 9512014921 | |
| Laboratory sample identification | 1088-224EQ | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coreslab Strcutures | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L88-005-26 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 3/8"- Hydrolyte, 3/8" Utlite, 3/8"- P Gravel and Hudrolite -Sand |
|---|---|---|---|
| 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 | Coreslab 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
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DIME Sample ID: 2026-03-12-9
DIME Test ID: 2026-03-12-9-16
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Release Date: 2026-03-30
Test Results
Input Type: Calculated
Tester's full name: E.J.
Date of test: 03/20/2026
Wet weight of the sample: 2450.1000000000 grams
Dry weight of the sample: 2384.6000000000 grams
Weight of water in sample: 65.5000000000 grams
Percent moisture: 2.7 %
General comments (publicly viewable) (Max 1000 characters): 3/8" Pea Gravel
Test was verified on 3/30/2026 ✔