Summary for Test 2022-10-06-47-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215800 DEA: 051N9704 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-8.4/8.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Transient Encampment Removal |
| Location Description | Summerand Cliffs |
| QA Service Level | 1 (Verified on 06/21/2021) |
Sample Information
| Sample Taken Date | 10/06/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 10/12/2022 |
| Sample type | Quality Control | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L1SL1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Matthew | Last name of sampler or witnessed by | Ramos |
| Title of sampler | Telephone number of sampler | 15623219859 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Calportland/rocky cyn | 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) | 91-40-0013 |
|---|---|---|---|
| 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 | Roadway BR1 10320 to 10550 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-10-06-47
DIME Test ID: 2022-10-06-47-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-11-01
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 10/12/2022
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 76 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 42 %
Cumulative percent passing the #50 sieve: 32 %
Cumulative percent passing the #100 sieve: 23 %
Cumulative percent passing the #200 sieve: 17 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2022 ✔