Summary for Test 2022-11-10-36-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
| Award Date | 11/07/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP. |
| Location Description | Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2 |
| QA Service Level | 1 (Verified on 09/10/2015) |
Sample Information
| Sample Taken Date | 11/10/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 11/10/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2x4 coarse aggregate |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vincent / David | Last name of sampler or witnessed by | Tran / Nguyen |
| Title of sampler | Transportation Engineer Technician | Telephone number of sampler | 949-473-4006 / 949-279-8470 |
| Laboratory sample identification | 22-1151 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associated Fountain Valley | 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) | Orca Quarry Port McNeill BC Canada) |
|---|---|---|---|
| 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 | Stockpile at the Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | OR576SCP-8 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-11-10-36
DIME Test ID: 2022-11-10-36-5
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?: Fine 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 / David Nguyen
Date of test: 11/10/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 499 grams | ||||||
| 0 grams | 100 % | |||||
| 17 grams | 97 % | |||||
| 87 grams | 83 % | |||||
| 157 grams | 69 % | |||||
| 249 grams | 50 % | |||||
| 375 grams | 25 % | |||||
| 461 grams | 8 % | |||||
| 489 grams | 2 % | |||||
| 499 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔