Summary for Test 2023-07-07-31-2
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 | Not set |
Closeout Date | Not set |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 07/07/2023 | Sample Unique Key | 31 |
---|---|---|---|
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 | 07/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | Class 3 AB |
The quantity of what the sample constitutes | 11076 sqft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dominic | Last name of sampler or witnessed by | Montemayor |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-0982 | 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: 2023-07-07-31
DIME Test ID: 2023-07-07-31-2
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: 2023-07-14
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Dominic Montemayor
Date of test: 07/07/2023
In-place wet density: 2.24
Percentage passing 3/4 in. sieve: 89 %
Percentage retained on 3/4 in. sieve: 11 %
Specific gravity of material passing 3/4 in. sieve: 2.28
Specific gravity of material retained on 3/4 in. sieve: 2.51 %
% Moisture: 6.2 %
Optimum Moisture: 8.2 %
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.30
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2023 ✔