Summary for Test 2021-07-08-67-1
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 | 07/08/2021 | Sample Unique Key | 67 |
---|---|---|---|
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 | 07/08/2021 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | #4 Washed PCC Sand |
The quantity of what the sample constitutes | 4 bags of aggregate | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Miltz |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | 1390912612 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Handley Ranch Quarry | 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 or name of Pit) | 91-27-0028::HANDLEY RANCH QUARRY |
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The fabricator's/manufacturer's product name for the sample | No. 4 Washed PCC Sand | The fabricator/manufacturer designation for the sample | |
The plant number | 1766 | A detailed description of where the material sample was collected | Stockpile sample |
Where the material sample would have been placed if not sampled | Use in Salinas Hot Plant | Primary Aggregate Nominal Size | fine |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-08-67
DIME Test ID: 2021-07-08-67-1
Testing Lab: Granite Construction Company - Coastal
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-12
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Daniel Miltz
Date of test: 07/08/2021
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 93 %
Cumulative percent passing the #16 sieve: 59 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2021 ✔