Summary for Test 2022-02-28-13-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
---|---|
DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
Award Date | 05/06/2021 |
Closeout Date | 07/14/2022 |
Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 02/28/2022 | Sample Unique Key | 13 |
---|---|---|---|
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 | 03/03/2022 |
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 Combined Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0149A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond Material-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) | 91-19-0052 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 300154 | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Irwindale Plant |
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-02-28-13
DIME Test ID: 2022-02-28-13-10
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: 2022-03-22
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 03/09/2022
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: 99 %
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: 44 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/Rap Gradation Correlation Factors
Test was verified on 3/22/2022 ✔