Summary for Test 2016-10-21-4-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 10/21/2016 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 10/26/2016 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | HUNG | Last name of sampler or witnessed by | Ngo |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 889-SRL04 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 889-SRL04 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | BR 53 2920 |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | S62578 |
|---|---|---|---|
| The truck number from where the sample was collected | 393 | The batch plant ticket number from where the sample was collected | 203008 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Discharge from BACK OF concrete truck CHUTE into wheelbarrow. | Where the material sample would have been placed if not sampled | EMPIRE AVE UC REPLACE STAGE 2 ABUT 2 BR 53 2920 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-21-4
DIME Test ID: 2016-10-21-4-2
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: 2016-11-04
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: 11/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 86790 lb
Maximum load on cylinder 2: 88770 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3070.0 psi
Compressive strength of cylinder 2: 3129.0 psi
Compressive strength (to nearest 10 psi): 3100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2016 ✔