Summary for Test 2023-07-21-32-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 07/21/2023 | Sample Unique Key | 32 |
---|---|---|---|
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 | 07/21/2023 |
Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
The quantity of what the sample constitutes | 13000 sqft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Marcus | Last name of sampler or witnessed by | Molina |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-1108 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | n/a | Transportation Laboratory (TL) Number | |
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) | n/a |
---|---|---|---|
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 | CTM 231 Test Holes | |
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: 2023-07-21-32
DIME Test ID: 2023-07-21-32-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-07-26
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Marcus Molina
Date of test: 07/21/2023
In-place wet density: 2.18
Percentage passing 3/4 in. sieve: 88 %
Percentage retained on 3/4 in. sieve: 12 %
Specific gravity of material passing 3/4 in. sieve: 2.21
Specific gravity of material retained on 3/4 in. sieve: 2.7 %
% Moisture: 8.5 %
Optimum Moisture: 10.5 %
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.26
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2023 ✔