Summary for Test 2024-03-21-45-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214649 DEA: 07316004 EFIS: 0715000194 |
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DIST-CO-RTE-PM | 07-LA-14-60.70 |
Award Date | 02/07/2023 |
Closeout Date | Not set |
Work Description | REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES. |
Location Description | ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE. |
QA Service Level | 1 (Verified on 01/29/2020) |
Sample Information
Sample Taken Date | 03/21/2024 | Sample Unique Key | 45 |
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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 | 03/21/2024 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 10 cubic yards | From where was the sample collected | Source |
First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 24-0302 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | N/A | 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 | SCI-12622-1 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 29 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-03-21-45
DIME Test ID: 2024-03-21-45-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-03-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 03/21/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.96 in
Average diameter of cylinder 3: 5.96 in
Maximum load on cylinder 1: 149727 lb
Maximum load on cylinder 2: 141032 lb
Maximum load on cylinder 3: 145531 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Cross sectional area of cylinder 3: 27.9 in^2
Compressive strength of cylinder 1: 5383.9 psi
Compressive strength of cylinder 2: 5054.9 psi
Compressive strength of cylinder 3: 5216.2 psi
Compressive strength (to nearest 10 psi): 5220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2024 ✔