Summary for Test 2024-05-02-14-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
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DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 05/02/2024 | Sample Unique Key | 14 |
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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 | 05/02/2024 |
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 | Job Site |
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 | 24-0747 | 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 | G3-19-CTSLCB-165 |
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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 | wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-05-02-14
DIME Test ID: 2024-05-02-14-1
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: 2024-05-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 05/02/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Maximum load on cylinder 1: 75003 lb
Maximum load on cylinder 2: 74845 lb
Type of fracture pattern of cylinder 1: 3
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength of cylinder 1: 2697.0 psi
Compressive strength of cylinder 2: 2691.3 psi
Compressive strength (to nearest 10 psi): 2690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2024 ✔