Summary for Test 2023-05-10-85-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214345 DEA: 120P94U4 EFIS: 1217000076 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133-3.2/R4.1 |
| Award Date | 02/23/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK. |
| Location Description | ORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 05/10/2023 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 07/07/2023 |
| Sample type | Verification | A brief description of the sample | JMF Renewal |
| The quantity of what the sample constitutes | 3 Bags Of Agg., 3 Bags Of 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 | 0355A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials- Corona Drum | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | 220831 CORD SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-10-85
DIME Test ID: 2023-05-10-85-10
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: 2023-10-03
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain/RG
Date of test: 07/13/2023
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 90 % | ||||||
| 79 % | ||||||
| 54 % | ||||||
| 43 % | ||||||
| 32 % | ||||||
| 21 % | ||||||
| 12 % | ||||||
| 7 % | ||||||
| 4.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Agg., Gradation W/Rap gradation correlation Factors
Test was verified on 10/3/2023 ✔