Summary for Test 2015-10-05-2-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 3807 DEA: 07121844 EFIS: 0700000117 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-42.8/47.3 |
Award Date | 12/06/2010 |
Closeout Date | 06/30/2021 |
Work Description | CONSTRUCT HOV LANES, RETAINING WALLS AND SOUND WALLS. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES, GLENDALE, AND BURBANK FROM ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 02/23/2012) |
Sample Information
Sample Taken Date | 10/05/2015 | Sample Unique Key | 2 |
---|---|---|---|
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 | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | BTAIDY | Last name of sampler or witnessed by | FERNANDEZ |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 819-51 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NATIONAL | Transportation Laboratory (TL) Number | 1051 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | APPROACH SLAB AT ALAMEDA AVE UC LEFT BR |
Structure name | ABUTMENT 1 |
Material Information
Material Type | Concrete | The concrete mix design number | SM 40325 |
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The truck number from where the sample was collected | 393 | The batch plant ticket number from where the sample was collected | 186440 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CGUTE | 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: 2015-10-05-2
DIME Test ID: 2015-10-05-2-2
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: 2015-11-02
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: 11/02/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 121630 lb
Maximum load on cylinder 2: 123920 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4287.3 psi
Compressive strength of cylinder 2: 4368.0 psi
Compressive strength (to nearest 10 psi): 4330 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2015 ✔