Summary for Test 2024-09-18-71-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
|---|---|
| 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 | 09/18/2024 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 09/20/2024 |
| 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 | ||
| Laboratory sample identification | 24-6652-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 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-23-PCC-363HE |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 | 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
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DIME Sample ID: 2024-09-18-71
DIME Test ID: 2024-09-18-71-1
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: 2024-10-24
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: 10/24/2024
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: 119055 lb
Maximum load on cylinder 2: 104110 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: 28 days
Age of specimen in hours: 28 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: 4224.8 psi
Compressive strength of cylinder 2: 3694.5 psi
Compressive strength (to nearest 10 psi): 3960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2024 ✔