Summary for Test 2020-07-02-14-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214849 DEA: 081J9404 EFIS: 0818000139 |
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DIST-CO-RTE-PM | 08-SBD-18,247-68.5/87.9,46.0/49.0 |
Award Date | 05/21/2020 |
Closeout Date | 11/09/2021 |
Work Description | REPLACE ASPHALT CONCRETE SURFACING AND STRIPING. |
Location Description | SAN BERNARDINO COUNTY ON ROUTE 18 FROM 1.4 MILES NORTH OF CAMP ROCK ROAD TO CENTRAL ROAD AND ON ROUTE 247 FROM 0.1 MILE SOUTH OF RABBIT SPRINGS ROAD TO 2.1 MILES SOUTH OF NORTHSIDE ROAD |
QA Service Level | 1 (Verified on 10/21/2020) |
Sample Information
Sample Taken Date | 07/02/2020 | Sample Unique Key | 14 |
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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 | 07/09/2020 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R15 0.75%LAS |
The quantity of what the sample constitutes | 8 Bags Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Oro Grande | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0413A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan- Oro Grande | 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) | 91-36-0022 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 220991 ORO SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-02-14
DIME Test ID: 2020-07-02-14-10
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: 2020-07-22
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, Sebastian Ferrer
Date of test: 07/21/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 73 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate/RAP Gradation w/Correlation Factors Applied
Test was verified on 7/22/2020 ✔