Summary for Test 2022-03-21-16-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-17.1/18.9 |
| Award Date | 09/23/2020 |
| Closeout Date | Not set |
| Work Description | South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2020) |
Sample Information
| Sample Taken Date | 03/21/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/23/2022 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4"-A-SP R15 No 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 | AAA | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0187A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA-Irvine | 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) | 91-33-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 105793 | A detailed description of where the material sample was collected | Belt Cut at AAA-Irvine |
| 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-03-21-16
DIME Test ID: 2022-03-21-16-9
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: 2022-04-21
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: David Padilla
Date of test: 03/28/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 90 % | ||||||
| 66 % | ||||||
| 46 % | ||||||
| 34 % | ||||||
| 25 % | ||||||
| 18 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 4/21/2022 ✔