Summary for Test 2017-09-25-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
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DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
Award Date | 05/27/2016 |
Closeout Date | 08/01/2023 |
Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 09/25/2017 | Sample Unique Key | 12 |
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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 | 09/26/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 Cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Bobby | Last name of sampler or witnessed by | Togores |
Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | Set 4 | 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-STR-002 |
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The truck number from where the sample was collected | Load 20 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 4 |
A detailed description of where the material sample was collected | Bent 2B Column Bridge 533058K | 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: 2017-09-25-12
DIME Test ID: 2017-09-25-12-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-11-29
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: 10/02/2017
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: 104100 lb
Maximum load on cylinder 2: 104220 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: no data
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): 3670 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/29/2017 ✔