Summary for Test 2020-02-04-3-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| 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 | 02/04/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 02/05/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R24 |
| The quantity of what the sample constitutes | JMF 15 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | California Commercial Asphalt Coachella | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0124A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | California Commercial Asphalt - Coachella | 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) | 91-33-0084 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 43417615 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Coachella 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: 2020-02-04-3
DIME Test ID: 2020-02-04-3-10
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: 2020-03-17
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: Husni Ankir, Satish Jain
Date of test: 02/07/2020
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 3/17/2020 ✔