Summary for Test 2023-03-24-7-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994501 DEA: 072XE904 EFIS: 0723000103 |
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DIST-CO-RTE-PM | 07-LA-71-R1.52/1.60 |
Award Date | 02/16/2023 |
Closeout Date | 01/11/2024 |
Work Description | Saw cut around the localized failed area (digouts) to remove the AC pavement, replace with HMA-A and replace any pavement delineation and pavement markers that are removed. |
Location Description | In Los Angeles County, in the City of Pomona, on both the southbound and northbound directions of LA 71, from Valley Blvd (PM R1.52) to Mission Blvd (PM 1.60). |
QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
Sample Taken Date | 03/24/2023 | Sample Unique Key | 7 |
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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 | 03/27/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO |
The quantity of what the sample constitutes | 2 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Zubieta |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0183A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | R.J. Noble- 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 |
---|---|---|---|
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 R.J. Noble -Orange | |
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 | 36R2508SPWEO | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-24-7
DIME Test ID: 2023-03-24-7-9
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: 2023-07-14
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: Satish Jain
Date of test: 04/02/2023
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: 89 %
Cumulative percent passing the #4 sieve: 61 %
Cumulative percent passing the #8 sieve: 42 %
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: 12 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/14/2023 ✔