Summary for Test 2016-07-08-21-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209921 DEA: 073X8204 EFIS: 0713000218 |
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DIST-CO-RTE-PM | 07-LA-39-21.7,22.0 |
Award Date | 11/25/2014 |
Closeout Date | 09/06/2018 |
Work Description | REPAIR SLOPE FAILURE. |
Location Description | LOS ANGELES COUNTY AT 0.2 MILE NORTH OF CARPENTER CANYON BRIDGE AND AT 0.2 MILE SOUTH OF PEJSA CANYON BRIDGE |
QA Service Level | 1 (Verified on 01/06/2015) |
Sample Information
Sample Taken Date | 07/08/2016 | Sample Unique Key | 21 |
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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 | 07/25/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RICHARD | Last name of sampler or witnessed by | JOLUDOW |
Title of sampler | STRUCTURE REPRESENTATIVE | Telephone number of sampler | Unknown |
Laboratory sample identification | 938-08 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 0708 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RTE 39 BARRIER SLAB |
Structure name | RTE 39 BARRIER SLAB |
Material Information
Material Type | Concrete | The concrete mix design number | SC720R2R |
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The truck number from where the sample was collected | 1616 | The batch plant ticket number from where the sample was collected | 2202605 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | LOCATION 1 RTE 39 BARRIER SLAB 24 INCHES CIDH PILES |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-07-08-21
DIME Test ID: 2016-07-08-21-1
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: 2016-07-29
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: 07/29/2016
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: 131280 lb
Maximum load on cylinder 2: 126180 lb
Type of fracture pattern of cylinder 1: 2
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
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: 4643.8 psi
Compressive strength of cylinder 2: 4463.4 psi
Compressive strength (to nearest 10 psi): 4550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2016 ✔