Summary for Test 2022-02-07-8-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 02/07/2022 | Sample Unique Key | 8 |
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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 | 02/08/2022 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 0.5% LAS |
The quantity of what the sample constitutes | 8 Bags Combined Agg., 3 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | CCA | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0121A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CCA Lake Elsinore | 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) | 91-33-0011, 91-33-0098 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 53417615 | A detailed description of where the material sample was collected | Belt Cut At CCA-Lake Elsinore |
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: 2022-02-07-8
DIME Test ID: 2022-02-07-8-10
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: 2022-02-15
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
Date of test: 02/11/2022
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: 95 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/Rap Gradation Correlation Factors
Test was verified on 2/15/2022 ✔