Summary for Test 2022-10-05-44-1
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 | 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 | 10/05/2022 | Sample Unique Key | 44 |
---|---|---|---|
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 | 10/10/2022 |
Sample type | Department Acceptance | A brief description of the sample | LCB Aggregate |
The quantity of what the sample constitutes | 1 Bag of LCB Aggregate | From where was the sample collected | Source |
First name of sampler or witnessed by | Avo | Last name of sampler or witnessed by | Karajian |
Title of sampler | TET | Telephone number of sampler | 12137986076 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction Company | 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) | Granite Yard - recycled Base |
---|---|---|---|
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 | 3/4 inch | |
The concrete mix design number | G3-21-PCC-249R | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-10-05-44
DIME Test ID: 2022-10-05-44-1
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: 2022-10-14
Test Results
What size aggregate is being tested?: Combined Gradation
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: Calculated
Tester's full name: Avo Karajian
Date of test: 10/10/2022
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 9.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2022 ✔