Summary for Test 2020-06-09-12-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
Sample Taken Date | 06/09/2020 | Sample Unique Key | 12 |
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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 | 06/16/2020 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R15 0.50% LAS |
The quantity of what the sample constitutes | 8 bags of Agg. & 2 bags of Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Sun Valley | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0338A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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) | 91-19-0017-, 91-19-0019, 91-19-0021 |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 320914 SVA LTR | A detailed description of where the material sample was collected | Belt cut of Coarse and Fine Aggregate at Source |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-09-12
DIME Test ID: 2020-06-09-12-10
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: 2020-06-26
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, Sebastian Ferrer
Date of test: 06/25/2020
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: 97 %
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/Rap Correlation Factors Applied
Test was verified on 6/26/2020 ✔