Summary for Test 2022-11-15-56-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
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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 | 11/15/2022 | Sample Unique Key | 56 |
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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 | 11/16/2022 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 2 cylinders + 1 extra | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Johnny | Last name of sampler or witnessed by | Do |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 22-0420 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | OC405 PARTNERS-BEACH BLVD | 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 | G318BAR131 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | 405 Seal Beach Median Concrete Barrier |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-11-15-56
DIME Test ID: 2022-11-15-56-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-05-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 12/13/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 56640 lb
Maximum load on cylinder 2: 58930 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength of cylinder 1: 4484.6 psi
Compressive strength of cylinder 2: 4643.8 psi
Compressive strength (to nearest 10 psi): 4560 psi
General comments (publicly viewable) (Max 1000 characters): Required 3250 psi
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
22-0420 (002) | 82.69 KB | 12/19/2022 | 2022-11-15-56-1 | Info |
Test was verified on 5/15/2023 ✔