Summary for Test 2015-03-26-2-1
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 | 03/26/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 04/01/2015 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2CYLS. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | PICAZO |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 866-03 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 146303 PC |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | C31 PILE CAP |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI-PCV |
|---|---|---|---|
| The truck number from where the sample was collected | 412 | The batch plant ticket number from where the sample was collected | 5124267 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from mix truck | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-03-26-2
DIME Test ID: 2015-03-26-2-1
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: 2015-04-23
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: 04/23/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 178900 lb
Maximum load on cylinder 2: 180110 lb
Type of fracture pattern of cylinder 1: 3
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: 28 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: 6328.3 psi
Compressive strength of cylinder 2: 6371.1 psi
Compressive strength (to nearest 10 psi): 6350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2015 ✔