Summary for Test 2021-09-28-49-2
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 |
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DIST-CO-RTE-PM | 06-MAD-99-R14.0/R14.5,15.1/19.6 |
Award Date | 04/01/2021 |
Closeout Date | 10/03/2022 |
Work Description | HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING. |
Location Description | MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING |
QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
Sample Taken Date | 09/28/2021 | Sample Unique Key | 49 |
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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 | 10/27/2021 |
Sample type | Dispute Resolution | A brief description of the sample | Dispute 3/4" HMA-A-SR R15 |
The quantity of what the sample constitutes | 1 Bag of Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | S |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 5029 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Madera | 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) | 91-10-0010, 91-10-0024 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 221532 | A detailed description of where the material sample was collected | Belt Cut at Vulcan Madera Plant |
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 | 2 | |
Sublot number | 19 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-28-49
DIME Test ID: 2021-09-28-49-2
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: 2021-11-03
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: Friday Ofoegbu, David Padilla
Date of test: 10/29/2021
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: 82 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 39 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied. RAP from 0607-21 used.
Test was verified on 11/3/2021 ✔