Summary for Test 2023-09-25-33-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215435 DEA: 081L9804 EFIS: 0821000048 |
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DIST-CO-RTE-PM | 08-SBD-38-R11.3/26.5 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 09/25/2023 | Sample Unique Key | 33 |
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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 | 09/26/2023 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA- A R15 0.5% LAS |
The quantity of what the sample constitutes | 4 Bags Of Aggregate, 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matich | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0494A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich Plant Rialto | 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) | 91-36-0040 |
---|---|---|---|
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 | Belt Cut at Matich Plant Rialto | |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | LHP-63D | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-09-25-33
DIME Test ID: 2023-09-25-33-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-11-16
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: Seige M
Date of test: 10/02/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 11/16/2023 ✔