Summary for Test 2018-04-18-5-2
Test performed: ASTM C39-10Project 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 | 04/18/2018 | 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 | 04/20/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | GARY | Last name of sampler or witnessed by | MaCOMB |
| Title of sampler | ASSOC STEEL INSP | Telephone number of sampler | Unknown |
| Laboratory sample identification | 866-1318A | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | A AND A | Transportation Laboratory (TL) Number | L48-023-18A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | LIGHTWEIGHT DECK SLABS C3 568 AND C17 3 344 |
| Structure name | GERALD DESMOND BRIDGE |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
|---|---|---|---|
| The truck number from where the sample was collected | 418 | The batch plant ticket number from where the sample was collected | 426577 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | LIGHTWEIGHT DECK SLABS C3 568 AND C17 3 344 | Where the material sample would have been placed if not sampled | LIGHTWEIGHT DECK SLABS C3 568 AND C17 3 344 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-04-18-5
DIME Test ID: 2018-04-18-5-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-07-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: IS
Date of test: 07/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 184180 lb
Maximum load on cylinder 2: 182520 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1
Age of specimen: 84 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: 6515.0 psi
Compressive strength of cylinder 2: 6456.3 psi
Compressive strength (to nearest 10 psi): 6490 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2018 ✔