Summary for Test 2023-09-27-85-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994146 DEA: 120R1904 EFIS: 1218000064 |
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DIST-CO-RTE-PM | 12-ORA-91-5.4/5.8 |
Award Date | 10/14/2022 |
Closeout Date | 02/02/2024 |
Work Description | FURNISH AND INSTALL SIGN STRUCTURE AND REPLACE SIGN PANELS. |
Location Description | ORANGE COUNTY IN ANAHEIM ON WESTBOUND ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 57/91 SEPARATION TO 0.1 MILE WEST OF PLACENTIA AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 03/03/2023) |
Sample Information
Sample Taken Date | 09/27/2023 | Sample Unique Key | 85 |
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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 | 09/29/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 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 | T Tran | Last name of sampler or witnessed by | T Tran |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-0291 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson's - 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 | SC590B38 |
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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 | RTE 91 PM 5 RT CIDH |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-09-27-85
DIME Test ID: 2023-09-27-85-2
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: 2023-11-01
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: 10/11/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 71610 lb
Maximum load on cylinder 2: 71630 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: 28.08 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength (to nearest 10 psi): 2560 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
23-0291 | 130.26 KB | 11/01/2023 | 2023-09-27-85-2 | Info |
Test was verified on 11/1/2023 ✔