Summary for Test 2019-12-05-16-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
| Award Date | 09/02/2011 |
| Closeout Date | Not set |
| Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
| Location Description | Port of Long Beach (District 7) |
| QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
| Sample Taken Date | 12/05/2019 | 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 | 12/06/2019 |
| Sample type | Acceptance | A brief description of the sample | 3/8" PCC AGGREGATE |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | 8962 | Linked DIME Sample ID | 2019-12-05-16 |
| The fabricator/manufacturer/facility name | VULCAN PORTABLE PLANT LONG BEACH | Transportation Laboratory (TL) Number | C914405 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | GERALD DESMOND BRIDGE |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | unknown |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-12-05-16
DIME Test ID: 2019-12-05-16-1
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: 2020-03-17
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: Calculated
Tester's full name: MIKE MAGANA
Date of test: 12/10/2019
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the #4 sieve: 12 %
Cumulative percent passing the #8 sieve: 1.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2020 ✔