Summary for Test 2023-09-17-3-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 09/17/2023 | Sample Unique Key | 3 |
---|---|---|---|
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 | 09/21/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.5% LAS |
The quantity of what the sample constitutes | 3 Bags of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0483A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials-Irwindale | 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) | 91-19-0035 |
---|---|---|---|
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 Vulcan Materials-Irwindale | |
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 | 224112A IRW SJR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-09-17-3
DIME Test ID: 2023-09-17-3-10
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: 2023-11-15
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/M. Campos
Date of test: 10/03/2023
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 81 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.7 %
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Aggregate Gradation W/Rap Gradation Correlation Factors
Test was verified on 11/15/2023 ✔