Summary for Test 2023-04-28-66-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994405 DEA: 080F5414 EFIS: 0800000137 COOP: 081743 |
---|---|
DIST-CO-RTE-PM | 08-RIV-- |
Award Date | 10/12/2022 |
Closeout Date | Not set |
Work Description | RIV 71/91 FLYOVER |
Location Description | Not set |
QA Service Level | 2 (Verified on 11/07/2022) |
Sample Information
Sample Taken Date | 04/28/2023 | Sample Unique Key | 66 |
---|---|---|---|
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 | 04/28/2023 |
Sample type | Quality Control | A brief description of the sample | aggs |
The quantity of what the sample constitutes | 1 per batch | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Hernandez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Robertson's RM | 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) | 91-33-0061 |
---|---|---|---|
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 | belt cut | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-04-28-66
DIME Test ID: 2023-04-28-66-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-20
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Jonathan Casanova
Date of test: 05/01/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 80 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2023 ✔