Summary for Test 2019-10-01-48-1
Test performed: CTM 202-November 2011
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project 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 | 10/01/2019 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 10/24/2019 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | Pea Gravel |
| The quantity of what the sample constitutes | production stockpile. | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | Blumer |
| Title of sampler | Lab Technician | Telephone number of sampler | |
| Laboratory sample identification | 19-APPC-0155 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Materials Marysville | 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) | 91-58-0019::MARYSVILLE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-10-01-48
DIME Test ID: 2019-10-01-48-1
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: 2019-11-22
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - 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: PM/RK/JH
Date of test: 10/29/2019
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1074 grams | ||||||
| 0 grams | 100 % | |||||
| 16.6 grams | 98 % | |||||
| 749.5 grams | 29 % | |||||
| 297.4 grams | 1 % | |||||
| 10.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.