Summary for Test 2020-04-06-1-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-0.6/1.7 |
| Award Date | 10/17/2017 |
| Closeout Date | 04/23/2020 |
| Work Description | (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA. |
| Location Description | Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60. |
| QA Service Level | 1 (Verified on 12/11/2017) |
Sample Information
| Sample Taken Date | 04/06/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 04/10/2020 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R15 Aggregate and RAP |
| The quantity of what the sample constitutes | JMF 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0191A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials | 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) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| 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 | 324108 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona Plant |
| 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
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DIME Sample ID: 2020-04-06-1
DIME Test ID: 2020-04-06-1-9
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: 2020-05-06
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: Kiet Phan
Date of test: 04/16/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 79 %
Cumulative percent passing the #8 sieve: 61 %
Cumulative percent passing the #16 sieve: 45 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9.9 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 5/6/2020 ✔