Summary for Test 2020-09-03-6-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 7428 DEA: 07215944 EFIS: 0700001834 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-4.0/5.9 |
Award Date | 08/23/2012 |
Closeout Date | 07/02/2021 |
Work Description | RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES. |
Location Description | LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING |
QA Service Level | 1 (Verified on 11/07/2012) |
Sample Information
Sample Taken Date | 09/03/2020 | Sample Unique Key | 6 |
---|---|---|---|
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 | 09/04/2020 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A R15 0.50% LAS |
The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Warrick |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0525A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials | 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::FISH CANYON QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 220805A IRW VAL | A detailed description of where the material sample was collected | Belt Cut at Vulcan 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: 2020-09-03-6
DIME Test ID: 2020-09-03-6-1
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: 2020-09-17
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/Larry Diaz
Date of test: 09/05/2020
Cumulative Mass Retained | Cumulative Percent Passing | ||||
---|---|---|---|---|---|
100 % | |||||
100 % | |||||
100 % | |||||
100 % | |||||
100 % | |||||
98 % | |||||
80 % | |||||
71 % | |||||
53 % | |||||
36 % | |||||
24 % | |||||
16 % | |||||
11 % | |||||
7 % | |||||
4.8 % |
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 9/17/2020 ✔