Summary for Test 2016-05-23-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209019 DEA: 071952U4 EFIS: 0700000201 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23,101-3.3/3.8,R0.1/R4.5 |
| Award Date | 11/21/2013 |
| Closeout Date | 06/25/2019 |
| Work Description | WIDEN FREEWAY AND RAMPS AND RECONSTRUCT MEDIAN. |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS ON ROUTE 101 FROM 0.6 MILE SOUTH OF WESTLAKE BOULEVARD OVERCROSSING TO 0.4 MILE NORTH OF MOORPARK ROAD UNDERCROSSING AND ON ROUTE 23 FROM ROUTE 101 TO 0.1 MILE NORTH OF HILLCREST DRIVE UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/13/2013) |
Sample Information
| Sample Taken Date | 05/23/2016 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2016 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders 6 x 12 | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | MAGHSOUDHI | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 876-52 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NOT PROVIDED |
| Transportation Laboratory (TL) Number | 193652 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | S72019 |
|---|---|---|---|
| The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NOT PROVIDED |
| A detailed description of where the material sample was collected | LOAD 4 | Where the material sample would have been placed if not sampled | SIGN B MEDIAN PILE |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-05-23-7
DIME Test ID: 2016-05-23-7-1
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: 2016-06-20
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: 06/20/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 155460 lb
Maximum load on cylinder 2: 140930 lb
Type of fracture pattern of cylinder 1: 3
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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5516.7 psi
Compressive strength of cylinder 2: 5001.1 psi
Compressive strength (to nearest 10 psi): 5260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2016 ✔