Summary for Test 2019-12-19-8-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 |
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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 | 12/19/2019 | Sample Unique Key | 8 |
---|---|---|---|
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 | 01/07/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
The quantity of what the sample constitutes | PSUE 7 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 | 0102A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan - Corona | 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, 91-33-0073 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 224112 CORD SJR |
The plant number | Unknown | 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 | 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
DIME Sample ID: 2019-12-19-8
DIME Test ID: 2019-12-19-8-9
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: 2020-03-17
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
Date of test: 01/11/2020
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: 58 %
Cumulative percent passing the #16 sieve: 43 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 3/17/2020 ✔