Summary for Test 2020-03-25-22-3
Test performed: CTM 226-July 2010Project Information
| Project Identifiers | Project ID: 214221 DEA: 081F1424 EFIS: 0815000232 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-23.9/33.4 |
| Award Date | 09/05/2019 |
| Closeout Date | 03/01/2022 |
| Work Description | REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
| Sample Taken Date | 03/25/2020 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/26/2020 |
| Sample type | Verification | A brief description of the sample | Washed Concrete Sand |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Other |
| First name of sampler or witnessed by | Louis | Last name of sampler or witnessed by | Riley |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Myers and Sons Construction | Transportation Laboratory (TL) Number | C800-5-RS |
| 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) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Myers and Sons Construction | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Unknown |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-25-22
DIME Test ID: 2020-03-25-22-3
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: 2020-07-06
Test Results
Input Type: Calculated
Tester's full name: Larry Diaz and Michael Magana
Date of test: 03/30/2020
Wet weight of the sample: 12082.0000000000 grams
Dry weight of the sample: 11369.0000000000 grams
Weight of water in sample: 712.8000000000 grams
Percent moisture: 6.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2020 ✔