Summary for Test 2024-06-20-156-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993811 DEA: 11422304 EFIS: 1115000180 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-0.3/R16.0 |
| Award Date | 10/28/2022 |
| Closeout Date | 06/09/2025 |
| Work Description | CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION |
| QA Service Level | 1 (Verified on 06/13/2022) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 156 |
|---|---|---|---|
| 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 | 06/27/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete |
| The quantity of what the sample constitutes | 3 Shotcrete Cores | 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 | 0516-C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's | 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 | NOT PROVIDED |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NOT PROVIVDED | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Job Site | 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: 2024-06-20-156
DIME Test ID: 2024-06-20-156-1
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: 2024-08-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 08/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.90 in
Average diameter of cylinder 2: 3.90 in
Average diameter of cylinder 3: 3.90 in
Maximum load on cylinder 1: 47795 lb
Maximum load on cylinder 2: 47790 lb
Maximum load on cylinder 3: 47805 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): none
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 11.95 in^2
Cross sectional area of cylinder 2: 11.95 in^2
Cross sectional area of cylinder 3: 11.95 in^2
Compressive strength of cylinder 1: 3999.6 psi
Compressive strength of cylinder 2: 3999.2 psi
Compressive strength of cylinder 3: 4000.4 psi
Compressive strength (to nearest 10 psi): 4000 psi
General comments (publicly viewable) (Max 1000 characters): 3 Shotcrete Cores
Test was verified on 8/7/2024 ✔