Summary for Test 2024-03-05-31-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994869 DEA: 073237U4 EFIS: 0720000224 |
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DIST-CO-RTE-PM | 07-VEN-150-13.3/19 |
Award Date | 03/27/2023 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A) AND COLD PLANE ASPHALT |
Location Description | VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD |
QA Service Level | 1 (Verified on 06/26/2023) |
Sample Information
Sample Taken Date | 03/05/2024 | Sample Unique Key | 31 |
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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 | 03/12/2024 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R30 4.8% Rejuvenato |
The quantity of what the sample constitutes | 4 Bags of Comb. Aggregate, 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Avo | Last name of sampler or witnessed by | K |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0134A-24 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials- Saticoy | 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) | 91-19-0020,91-19-0035 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials- Saticoy | |
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 | 220203E SAT LTR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-03-05-31
DIME Test ID: 2024-03-05-31-10
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: 2024-05-14
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain/Amir S/SM
Date of test: 03/26/2024
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters): Comb. Agg. Gradation W/Rap Gradation Correlation Factors
Test was verified on 5/14/2024 ✔