Summary for Test 2017-06-08-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211600 DEA: 081E0104 EFIS: 0813000117 |
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DIST-CO-RTE-PM | 08-SBD-15-37.8/40.2 |
Award Date | 09/20/2016 |
Closeout Date | 08/29/2018 |
Work Description | CONSTRUCT CONCRETE BARRIER |
Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.2 MILE NORTH OF BEAR VALLEY OVERCROSSING TO 0.3 MILE SOUTH OF PALMDALE ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 09/21/2016) |
Sample Information
Sample Taken Date | 06/08/2017 | Sample Unique Key | 4 |
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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 | 06/12/2017 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | LARRY | Last name of sampler or witnessed by | F |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | 959-817 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 060817 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | K RAIL |
Structure name | STA 584 26 |
Material Information
Material Type | Concrete | The concrete mix design number | NOT PROVIDED |
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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 | Unknown |
A detailed description of where the material sample was collected | LOAD 2 | Where the material sample would have been placed if not sampled | K RAIL |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-06-08-4
DIME Test ID: 2017-06-08-4-1
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: 2017-06-15
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: 06/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 111780 lb
Maximum load on cylinder 2: 109420 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
Correction factor for cylinder 2: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3993.6 psi
Compressive strength of cylinder 2: 3895.3 psi
Compressive strength (to nearest 10 psi): 3940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2017 ✔