Summary for Test 2023-05-12-44-1
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 | 05/12/2023 | 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 | 05/17/2023 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/4" Crushed Aggregate |
| 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 | 23-APPC-0081 | Linked DIME Sample ID | 2023-05-12-36 |
| 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, name of Pit or Job Site) | 91-27-0028 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3-4in Crushed Aggregate | The fabricator/manufacturer designation for the sample | |
| The plant number | 1816 | 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 | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-12-44
DIME Test ID: 2023-05-12-44-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-14
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 05/18/2023
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5572.5 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 534.1 grams | 90 % | |||||
| 3839.8 grams | 22 % | |||||
| 765.3 grams | 8 % | |||||
| 244.2 grams | 3 % | |||||
| 53.8 grams | 2 % | |||||
| 136 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2023 ✔