Summary for Test 2024-04-25-90-1
Test performed: ASTM C39-10Project 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 | 04/25/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 07/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Not Provided | Last name of sampler or witnessed by | Not Provided |
| Title of sampler | Not Provided | Telephone number of sampler | |
| Laboratory sample identification | 1055-42524 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Not Provided | Transportation Laboratory (TL) Number | 1055-42524 |
| 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 | Not Provided | The batch plant ticket number from where the sample was collected | Not Provided |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Not Provided | 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: 2024-04-25-90
DIME Test ID: 2024-04-25-90-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/19/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.01 in
Maximum load on cylinder 1: 177230 lb
Maximum load on cylinder 2: 168830 lb
Maximum load on cylinder 3: 178225 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 85 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Compressive strength of cylinder 1: 6247.1 psi
Compressive strength of cylinder 2: 5932.2 psi
Compressive strength of cylinder 3: 6282.2 psi
Compressive strength (to nearest 10 psi): 6150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2024 ✔