Summary for Test 2016-09-13-6-1
Test performed: ASTM C39-17aProject 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 | 09/13/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 10/20/2016 |
| Sample type | Quality Control | A brief description of the sample | Lightweight Concrete 3x6 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | sami | Last name of sampler or witnessed by | deeb |
| Title of sampler | Structure Representative | Telephone number of sampler | Unknown |
| Laboratory sample identification | 866-L3 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | SFI | Transportation Laboratory (TL) Number | 866-L3 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | NA |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | NA | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | Mixed on Site | Where the material sample would have been placed if not sampled | RW R LCC Lift 3 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-09-13-6
DIME Test ID: 2016-09-13-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-17
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With density determined by dimension measurements
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/11/2016
In air mass of cylinder 1: 0.524 lb
In air mass of cylinder 2: 0.527 lb
In air mass of cylinder 3: 0.523 lb
In air mass of cylinder 4: 0.538 lb
Length of cylinder 1: 5.71 in
Length of cylinder 2: 5.7 in
Length of cylinder 3: 5.61 in
Length of cylinder 4: 5.78 in
Average diameter of cylinder 1: 2.92 in
Average diameter of cylinder 2: 2.93 in
Average diameter of cylinder 3: 2.96 in
Average diameter of cylinder 4: 2.94 in
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Density of cylinder 1: 23.7 lb/ft^3
Density of cylinder 2: 23.7 lb/ft^3
Density of cylinder 3: 23.4 lb/ft^3
Density of cylinder 4: 23.7 lb/ft^3
Average cylinder density (to nearest 1 pcf): 24 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): TESTED BY ASTM C495
Test was verified on 10/17/2016 ✔