Summary for Test 2022-08-29-85-6
Test performed: CTM 202-November 2011Project 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 | 08/29/2022 | Sample Unique Key | 85 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 11/02/2022 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | Washed Concrete Sand |
The quantity of what the sample constitutes | 8 Bags | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | King |
Title of sampler | Lab Manager | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | 2022-08-29-80 | |
The fabricator/manufacturer/facility name | Holliday Rock Co Inc | 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) | 91-15-0080 |
---|---|---|---|
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 | fine | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-08-29-85
DIME Test ID: 2022-08-29-85-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-12-01
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: Angel Toledo
Date of test: 11/09/2022
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 95 %
Cumulative percent passing the #8 sieve: 77 %
Cumulative percent passing the #16 sieve: 58 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2022 ✔