Summary for Test 2024-03-25-16-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994121 DEA: 120P68U4 EFIS: 1218000105 |
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DIST-CO-RTE-PM | 12-ORA-1-13.0/33.7 |
Award Date | 07/12/2023 |
Closeout Date | Not set |
Work Description | COLD PLANE, PLACE RHMA AND MODIFY CURB RAMPS AND ELECTRICAL SYSTEMS. |
Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM CRYSTAL HEIGHTS DRIVE TO LOS ANGELES/ORANGE COUNTY LINE |
QA Service Level | 1 (Verified on 07/07/2023) |
Sample Information
Sample Taken Date | 03/25/2024 | Sample Unique Key | 16 |
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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 | 03/26/2024 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Vian | Last name of sampler or witnessed by | Ghazi |
Title of sampler | STRUCTURAL REP | Telephone number of sampler | 9492798572 |
Laboratory sample identification | 24-0102 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Cemex/Orange | 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 | 1610898 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 311442360 | |
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 | PCH |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-03-25-16
DIME Test ID: 2024-03-25-16-1
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: 2024-04-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 04/08/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 158090 lb
Maximum load on cylinder 2: 180710 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: 1
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.08 in^2
Compressive strength (to nearest 10 psi): 6050 psi
General comments (publicly viewable) (Max 1000 characters): 24-0102- 14 days break on 4/8/24
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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24-0102-14D | 135.31 KB | 04/08/2024 | 2024-03-25-16-1 | Info |
Test was verified on 4/8/2024 ✔