Summary for Test 2021-10-20-35-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
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DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
Award Date | 03/24/2021 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
Sample Taken Date | 10/20/2021 | Sample Unique Key | 35 |
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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 | 10/21/2021 |
Sample type | Quality Control | A brief description of the sample | Eagle Mountain Aggregate Base Type 2 |
The quantity of what the sample constitutes | 500 cubic yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sony | Last name of sampler or witnessed by | Pheng |
Title of sampler | QC Tester | Telephone number of sampler | 909-676-2447 |
Laboratory sample identification | 20211021-01 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Eagle Mountain Mine | 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) | Eagle Mountain |
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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 | Windrow in the field. | |
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
DIME Sample ID: 2021-10-20-35
DIME Test ID: 2021-10-20-35-1
Testing Lab: Fisher Sand & Gravel
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-28
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: Calculated
Tester's full name: Sony Pheng
Date of test: 10/21/2021
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: 95 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔