Summary for Test 2022-10-02-1-1
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 | 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 | 10/02/2022 | Sample Unique Key | 1 |
---|---|---|---|
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 | 10/02/2022 |
Sample type | Quality Assurance | A brief description of the sample | 1" X #4 |
The quantity of what the sample constitutes | 550 CY | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Plant Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Ventura - Portable PCC | Transportation Laboratory (TL) Number | C100222A |
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) | 91-19-0046 |
---|---|---|---|
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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | G3-22-PRS-299 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-10-02-1
DIME Test ID: 2022-10-02-1-1
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: 2022-10-10
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Kevin Hopkins
Date of test: 10/03/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
13375 grams | ||||||
0.0 grams | 100 % | |||||
104.0 grams | 99 % | |||||
2,735.0 grams | 80 % | |||||
10,849.0 grams | 19 % | |||||
12,591.0 grams | 6 % | |||||
13,213.0 grams | 1 % | |||||
13,280.0 grams | 1 % | |||||
13,375.0 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2022 ✔