Summary for Test 2022-04-01-25-3
Test performed: CTM 202-November 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 | 04/01/2022 | Sample Unique Key | 25 |
---|---|---|---|
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 | 04/04/2022 |
Sample type | Department Acceptance | A brief description of the sample | 1x4 and WCS |
The quantity of what the sample constitutes | 100 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | TET | Telephone number of sampler | 2137924794 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Short Load- Rte 101 | 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) | 91-33-0035, 91-19-0025 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | short load rapid set | The fabricator/manufacturer designation for the sample | mix CTS-65-EHI |
The plant number | short load ventura | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | CTS-65-EHI | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-01-25
DIME Test ID: 2022-04-01-25-3
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-18
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 04/04/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
515 grams | ||||||
0 grams | 100 % | |||||
20.2 grams | 96 % | |||||
88.7 grams | 83 % | |||||
164.9 grams | 68 % | |||||
272.6 grams | 47 % | |||||
422 grams | 18 % | |||||
494 grams | 4 % | |||||
507.7 grams | 1 % | |||||
515 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2022 ✔