Summary for Test 2019-09-13-6-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| 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 | 09/13/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 09/16/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Antonio | Last name of sampler or witnessed by | Picazo |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 978-301 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | securty paving | Transportation Laboratory (TL) Number | 19091301 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | PIER 3 WALL |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-STR-002 |
|---|---|---|---|
| The truck number from where the sample was collected | LOAD 12 | The batch plant ticket number from where the sample was collected | 12 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SECURITY PAVING |
| A detailed description of where the material sample was collected | LOAD 12 | Where the material sample would have been placed if not sampled | PIER 3 WALL |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-09-13-6
DIME Test ID: 2019-09-13-6-2
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: 2019-10-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/11/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 144980 lb
Maximum load on cylinder 2: 145160 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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5094.2 psi
Compressive strength of cylinder 2: 5100.5 psi
Compressive strength (to nearest 10 psi): 5100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔