Summary for Test 2022-03-22-23-9
Test performed: CTM 235-August 2010Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/22/2022 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 03/23/2022 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8" Pea Gravel |
| The quantity of what the sample constitutes | 6 Buckets | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Myers |
| Title of sampler | QC Supervisor | Telephone number of sampler | 559-477-6228 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex Rockfield | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0014 |
|---|---|---|---|
| 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 | Stockpile | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-03-22-23
DIME Test ID: 2022-03-22-23-9
Testing Lab: CEMEX - Rockfield
Test Method: CTM 235-August 2010: Method of Test for Percentage of Flat and Elongated Particles in Coarse Aggregate
Test Release Date: 2022-05-16
Test Results
What test method is being used?: By mass
What is the smallest size of sieve being used?: No.4
Input Type: Calculated
Tester's full name: Technicon Engineering
Date of test: 03/22/2022
Dimensional Ratio Used: 3:1
Individual percent retained on the 3 in. sieve: 0 %
Individual percent retained on the 2 1/2 in. sieve: 0 %
Individual percent retained on the 2 in. sieve: 0 %
Individual percent retained on the 1 1/2 in. sieve: 0 %
Individual percent retained on the 1 in. sieve: 0 %
Individual percent retained on the 3/4 in. sieve: 0 %
Individual percent retained on the 1/2 in. sieve: 0 %
Individual percent retained on the 3/8 in. sieve: 6 %
Individual percent retained on the No. 4 sieve: 87 %
Percent Flat and Elongated particles retained on the 3 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 2 1/2 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 2 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 1 1/2 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 1 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 3/4 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 1/2 in. sieve: 0 %
Percent Flat and Elongated particles retained on the 3/8 in. sieve: 0 %
Percent Flat and Elongated particles retained on the No. 4 sieve: 0 %
Individual % retained x % F and E particles on the 3 in. sieve: 0 %
Individual % retained x % F and E particles on the 2 1/2 in. sieve: 0 %
Individual % retained x % F and E particles on the 2 in. sieve: 0 %
Individual % retained x % F and E particles on the 1 1/2 in. sieve: 0 %
Individual % retained x % F and E particles on the 1 in. sieve: 0 %
Individual % retained x % F and E particles on the 3/4 in. sieve: 0 %
Individual % retained x % F and E particles on the 1/2 in. sieve: 0 %
Individual % retained x % F and E particles on the 3/8 in. sieve: 0 %
Individual % retained x % F and E particles on the 4 in. sieve: 0 %
Total individual percent retained with No. 4 as the smallest sieve: 0 %
Sum of individual percent retained x percent Flat and Elongated particles: 0
Percent Flat and Elongated particles: 1.8
General comments (publicly viewable) (Max 1000 characters): Technicon Engineering performed the testing and only provide the total of Flat and Elongated particles.
Test was verified on 5/16/2022 ✔