Summary for Test 2015-06-10-8-1
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 | 06/10/2015 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2015 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Antonio |
| Last name of sampler or witnessed by | Picazo | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 866-10 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Bent R31 |
| Transportation Laboratory (TL) Number | 06101501 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 866 10 | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI SCV2F |
|---|---|---|---|
| The truck number from where the sample was collected | 0171 | The batch plant ticket number from where the sample was collected | 19002507 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Bent R31 Column | Where the material sample would have been placed if not sampled | Bent R31 Column |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-10-8
DIME Test ID: 2015-06-10-8-1
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: 2015-08-12
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: 08/05/2015
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 208660 lb
Maximum load on cylinder 2: 212960 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 56 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: 7381.0 psi
Compressive strength of cylinder 2: 7533.1 psi
Compressive strength (to nearest 10 psi): 7460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2015 ✔