Summary for Test 2023-10-03-51-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994497 DEA: 120T5404 EFIS: 1222000062 MINOR: 12A2038 |
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DIST-CO-RTE-PM | 12-ORA-22,57-L9.7/11 |
Award Date | 01/10/2023 |
Closeout Date | Not set |
Work Description | REPLACE EXISTING SIGN STRUCTURE, INSTALL CHEVRON SIGNS, REFRESH STRIPING |
Location Description | ORANGE COUNTY ON 22 AND 57 |
QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
Sample Taken Date | 10/03/2023 | Sample Unique Key | 51 |
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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 | 10/04/2023 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kenny | Last name of sampler or witnessed by | Do |
Title of sampler | Telephone number of sampler | 9498727223 | |
Laboratory sample identification | 23-0294 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | ROBERTSONS - ANAHEIM | 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 | SC590B33 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 8094852 | |
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 | 57 North 22 West Connector Beginning Of 22 West On Lavita Ave Exit |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-10-03-51
DIME Test ID: 2023-10-03-51-1
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: 2023-10-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 10/10/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.04 in
Maximum load on cylinder 1: 37120 lb
Maximum load on cylinder 2: 37900 lb
Maximum load on cylinder 3: 36320 lb
Type of fracture pattern of cylinder 1: 2
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: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
23-0294 | 139.63 KB | 10/10/2023 | 2023-10-03-51-1 | Info |
Test was verified on 10/10/2023 ✔