Summary for Test 2016-07-01-3-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
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DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
Award Date | 02/10/2014 |
Closeout Date | 03/01/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
Sample Taken Date | 07/01/2016 | Sample Unique Key | 3 |
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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 | 06/06/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | GOMEZ | Last name of sampler or witnessed by | LISANDRO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 882-492 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Holliday Rock | Transportation Laboratory (TL) Number | 101081492 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | WEST COVINA |
Structure name | PUENTE AVE UC ABUT 1R FOOTING |
Material Information
Material Type | Concrete | The concrete mix design number | CM 5849 |
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The truck number from where the sample was collected | JS 186 | The batch plant ticket number from where the sample was collected | 101081492 |
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 | PUENTE AVE UC ABUT 1R FOOTING |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-07-01-3
DIME Test ID: 2016-07-01-3-3
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: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 123460 lb
Maximum load on cylinder 2: 119150 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: 1.00
Correction factor for cylinder 2: 0.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4,410.9 psi
Compressive strength of cylinder 2: 4,256.9 psi
Compressive strength (to nearest 10 psi): 4330 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2016 ✔