Summary for Test 2017-12-08-10-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
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DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
Award Date | 04/24/2014 |
Closeout Date | 07/14/2022 |
Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
Sample Taken Date | 12/08/2017 | Sample Unique Key | 10 |
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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 | 12/09/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Paik |
Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | Set 3 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | G3-15-590-3600 |
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The truck number from where the sample was collected | Load 23 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 3 |
A detailed description of where the material sample was collected | RW at STA 1363 to 1459 | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-12-08-10
DIME Test ID: 2017-12-08-10-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-01-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Cody Cuevas
Date of test: 12/15/2017
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: 103360 lb
Maximum load on cylinder 2: 106610 lb
Type of fracture pattern of cylinder 1: 3
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: 1
Age of specimen: 7 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 (to nearest 10 psi): 3700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/8/2018 ✔