Summary for Test 2015-10-06-4-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 7409 DEA: 07245403 EFIS: 0700000431 |
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DIST-CO-RTE-PM | 07-LA-10-31.1/32.3 |
Award Date | 02/29/2012 |
Closeout Date | 10/27/2016 |
Work Description | Construct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6 |
Location Description | 10 & 605 IC |
QA Service Level | 1 (Verified on 03/14/2013) |
Sample Information
Sample Taken Date | 10/06/2015 | 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 | 10/08/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | OSCAR | Last name of sampler or witnessed by | RODRIGUEZ |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 854-23 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NATIONAL | Transportation Laboratory (TL) Number | 60523 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 10 AND 605 INTERCHANGE |
Structure name | ABUTMENT 18 HINGE POUR |
Material Information
Material Type | Concrete | The concrete mix design number | S75133 |
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The truck number from where the sample was collected | 456 | The batch plant ticket number from where the sample was collected | 210199 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-10-06-4
DIME Test ID: 2015-10-06-4-2
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: 2015-10-27
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: 10/27/2015
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: 129410 lb
Maximum load on cylinder 2: 129000 lb
Type of fracture pattern of cylinder 1: 1
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: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4577.6 psi
Compressive strength of cylinder 2: 4563.1 psi
Compressive strength (to nearest 10 psi): 4570 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2015 ✔