Summary for Test 2019-06-23-1-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
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DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
Award Date | 02/10/2014 |
Closeout Date | 03/01/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
Sample Taken Date | 06/23/2019 | Sample Unique Key | 1 |
---|---|---|---|
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 | 06/25/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A R15 |
The quantity of what the sample constitutes | PSE 3 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0375A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan 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) | Vulcan Irwindale |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-R15 | The fabricator/manufacturer designation for the sample | 220805 IRW ALON |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-23-1
DIME Test ID: 2019-06-23-1-9
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: 2019-07-03
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: Husni Ankir
Date of test: 06/28/2019
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 73 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 42 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 7/3/2019 ✔