Summary for Test 2015-06-02-5-1
Test performed: CTM 521-November 2014Project 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 | 06/02/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/04/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ROMAN | Last name of sampler or witnessed by | GRANADOS |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 866-L2 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | A10SH L2 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | OCEAN BLVD TO SR 47 IN LB |
| Structure name | A10S HOLLOW COLUMN LIFT 2 |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI HCV |
|---|---|---|---|
| The truck number from where the sample was collected | 433 | The batch plant ticket number from where the sample was collected | 5144468 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-02-5
DIME Test ID: 2015-06-02-5-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-07-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/14/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 241800 lb
Maximum load on cylinder 2: 248900 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 8553.2 psi
Compressive strength of cylinder 2: 8804.4 psi
Compressive strength (to nearest 10 psi): 8680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2015 ✔