Summary for Test 2021-10-14-3-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 10/14/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/14/2021 |
| Sample type | Quality Assurance | A brief description of the sample | 1 1/2 PCC Aggregate |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | O'Mara |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex Bullhead City | 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) | 91-36-0068::REDLANDS WASH PLAN (CEMEX) |
|---|---|---|---|
| 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 | at plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-14-3
DIME Test ID: 2021-10-14-3-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-14
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Measured
Tester's full name: John OMara
Date of test: 10/13/2021
Total mass of material in the sample: 100.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 8.0 grams
Cumulative mass retained on the 1/2 in. sieve: 39.0 grams
Cumulative mass retained on the 3/8 in. sieve: 0.0 grams
Cumulative mass retained on the #4 sieve: 6.0 grams
Cumulative mass retained on the #8 sieve: 5.0 grams
Cumulative mass retained on the #16 sieve: 13.0 grams
Cumulative mass retained on the #30 sieve: 8.0 grams
Cumulative mass retained on the #50 sieve: 12.0 grams
Cumulative mass retained on the #100 sieve: 7.0 grams
Cumulative mass retained on the #200 sieve: 1.0 grams
Cumulative mass retained on the pan: 1.0 grams
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: 92 %
Cumulative percent passing the 1/2 in. sieve: 53 %
Cumulative percent passing the 3/8 in. sieve: 53 %
Cumulative percent passing the #4 sieve: 47 %
General comments (publicly viewable) (Max 1000 characters): DIME Long Term Planning - Test
Test was verified on 10/14/2021 ✔
