Summary for Test 2020-02-07-11-1
Test performed: ASTM C39-17a
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
| Award Date | 11/07/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP. |
| Location Description | Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2 |
| QA Service Level | 1 (Verified on 09/10/2015) |
Sample Information
| Sample Taken Date | 02/07/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 02/10/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6"x12" cylinder |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Frederic | Last name of sampler or witnessed by | Aboujaoude |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1005-10 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coreslab Structures | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 284 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 74644 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Casting BED 9 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-02-07-11
DIME Test ID: 2020-02-07-11-1
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: 2020-02-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/14/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 308030 lb
Maximum load on cylinder 2: 313950 lb
Maximum load on cylinder 3: 313200 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 10896.0 psi
Compressive strength of cylinder 2: 11066.3 psi
Compressive strength of cylinder 3: 11078.9 psi
Compressive strength (to nearest 10 psi): 11010 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2020 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.