Summary for Test 2021-04-08-28-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 04/08/2021 | Sample Unique Key | 28 |
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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 | Not set |
Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/4 HMA A |
The quantity of what the sample constitutes | JMF4 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Drake | Last name of sampler or witnessed by | Gustafson |
Title of sampler | Lab Tech | Telephone number of sampler | 714-880-2516 |
Laboratory sample identification | 36R1504SPWO | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble Co Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 51 | A detailed description of where the material sample was collected | stock pile |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-08-28
DIME Test ID: 2021-04-08-28-1
Testing Lab: RJ Noble Company
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-04-22
Test Results
What size aggregate is being tested?: Combined Gradation
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: Drake Gustafson
Date of test: 04/09/2021
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: 96.8 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 71.2 %
Cumulative percent passing the #4 sieve: 41.9 %
Cumulative percent passing the #8 sieve: 25.3 %
Cumulative percent passing the #16 sieve: 16.3 %
Cumulative percent passing the #30 sieve: 10.8 %
Cumulative percent passing the #50 sieve: 7.2 %
Cumulative percent passing the #100 sieve: 4.7 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2021 ✔