Summary for Test 2019-06-04-7-10
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 | 06/04/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 06/06/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A R10 |
| The quantity of what the sample constitutes | PSE 6 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Micheal | Last name of sampler or witnessed by | Brooks |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 0326A-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 | Bid Item | Not set |
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 R10 | The fabricator/manufacturer designation for the sample | 220805 IRW VLO |
| 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
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DIME Sample ID: 2019-06-04-7
DIME Test ID: 2019-06-04-7-10
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: 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: Danilo Ferrer
Date of test: 06/07/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 86 % | ||||||
| 79 % | ||||||
| 52 % | ||||||
| 38 % | ||||||
| 30 % | ||||||
| 22 % | ||||||
| 13 % | ||||||
| 7 % | ||||||
| 4.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin/RAP Gradation w/Correlation Factors Applied
Test was verified on 7/3/2019 ✔