Summary for Test 2024-09-26-70-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
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DIST-CO-RTE-PM | 11-SD-15-R31.3/R37.1 |
Award Date | 05/27/2022 |
Closeout Date | Not set |
Work Description | CRCP, FIBER OPTIC CABLE, AND HMA. |
Location Description | SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 02/07/2022) |
Sample Information
Sample Taken Date | 09/26/2024 | Sample Unique Key | 70 |
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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 | 10/01/2024 |
Sample type | Quality Assurance | A brief description of the sample | Concrete |
The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Pete | Last name of sampler or witnessed by | Horn |
Title of sampler | Telephone number of sampler | 6194085199 | |
Laboratory sample identification | 6665-C | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Security Pavement | 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 | G3-23-PCC-363HE |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Field | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-09-26-70
DIME Test ID: 2024-09-26-70-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-11-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 11/07/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 164655 lb
Maximum load on cylinder 2: 153695 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5,843.0 psi
Compressive strength of cylinder 2: 5,454.0 psi
Compressive strength (to nearest 10 psi): 5650 psi
General comments (publicly viewable) (Max 1000 characters): 5150 psi @ 42 days
Test was verified on 11/12/2024 ✔