Summary for Test 2018-10-16-17-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210735 DEA: 071193U4 EFIS: 0713000007 |
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DIST-CO-RTE-PM | 07-LA-10-37.2/42.4 |
Award Date | 11/16/2015 |
Closeout Date | 07/11/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA |
QA Service Level | 1 (Verified on 03/07/2016) |
Sample Information
Sample Taken Date | 10/16/2018 | Sample Unique Key | 17 |
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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 | 10/17/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 | 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 | 946-v41016 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | HOLIDAY upland | Transportation Laboratory (TL) Number | v41016 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | kellogg ramp deck pour |
Structure name | kellogg ramp deck pour |
Material Information
Material Type | Concrete | The concrete mix design number | 3C6FX301 |
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The truck number from where the sample was collected | 275 | The batch plant ticket number from where the sample was collected | 134402 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | ATKINSON |
A detailed description of where the material sample was collected | 5 cy | Where the material sample would have been placed if not sampled | kellogg ramp deck pour |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-10-16-17
DIME Test ID: 2018-10-16-17-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-11-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JG
Date of test: 10/30/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 145050 lb
Maximum load on cylinder 2: 145540 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5112.8 psi
Compressive strength of cylinder 2: 5148.2 psi
Compressive strength (to nearest 10 psi): 5130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/31/2018 ✔