Summary for Test 2023-11-03-32-5
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
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DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
Award Date | 03/24/2021 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
Sample Taken Date | 11/03/2023 | Sample Unique Key | 32 |
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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 | 11/06/2023 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R24 1.0% LSM |
The quantity of what the sample constitutes | 2 bags of coldfeed, 2 bags of virgin agg., 1 bag each course and fine RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Rigoberto | Last name of sampler or witnessed by | Arroyo QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0568A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Ehrenberg Pit/ Holly Frontier/ Lhoist/ Project Roadway | 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) | CM203 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Fisher Sand and Gravel - Tempe | |
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 | CA125MA | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-11-03-32
DIME Test ID: 2023-11-03-32-5
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: 2024-02-02
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: David Padilla
Date of test: 11/11/2023
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: 93 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 31 %
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):
Test was verified on 2/2/2024 ✔