Summary for Test 2022-11-29-18-1
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 | 11/29/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 11/29/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8 Aggregate and Sand |
| The quantity of what the sample constitutes | Two Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vincent | Last name of sampler or witnessed by | Tran |
| Title of sampler | Transportation Engineer Technician | Telephone number of sampler | (949)473-4006 |
| Laboratory sample identification | 22-1190 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's Ready Mix Lake Forest | 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) | 91-33-0061 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 18 | A detailed description of where the material sample was collected | Conveyor Belt |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | RRM20147 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-29-18
DIME Test ID: 2022-11-29-18-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-15
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
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: Measured
Tester's full name: Vincent Tran
Date of test: 11/29/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1005 grams | ||||||
| 0 grams | 100 % | |||||
| 128 grams | 87 % | |||||
| 830 grams | 17 % | |||||
| 978 grams | 3 % | |||||
| 1005 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔