Summary for Test 2023-03-25-8-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993749 DEA: 081L0804 EFIS: 0819000148 |
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DIST-CO-RTE-PM | 08-RIV-79-M32.3/M33.8 |
Award Date | 06/10/2022 |
Closeout Date | 11/01/2023 |
Work Description | CONC BARRIER, REMOVE BASE AND SURFACING, ALT PIPE CULVERT AND MGS. |
Location Description | RIVERSIDE COUNTY NEAR SAN JACINTO FROM RAMONA EXPRESSWAY TO GILMAN SPRINGS ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
Sample Taken Date | 03/25/2023 | Sample Unique Key | 8 |
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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 | 03/30/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 0.5% LAS |
The quantity of what the sample constitutes | 2 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0186A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan-Corona Drum | 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 | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan -Corona Drum | |
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 | 224112 CORD SJR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-25-8
DIME Test ID: 2023-03-25-8-10
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: 2023-06-09
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: Satish Jain/David Padilla
Date of test: 06/09/2023
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 92 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Agg. Gradation W/Rap Gradation Correlation Factors
Test was verified on 6/9/2023 ✔