Summary for Test 2024-08-07-82-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 08/07/2024 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 08/13/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Source |
| First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kie-Con Antioch | 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 | K5570-23080 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | K5570-23080 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Kiecon | 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: 2024-08-07-82
DIME Test ID: 2024-08-07-82-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-08-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 08/13/2024
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 84444 lb
Maximum load on cylinder 2: 83060 lb
Maximum load on cylinder 3: 84190 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 6 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 6686.0 psi
Compressive strength of cylinder 2: 6607.8 psi
Compressive strength of cylinder 3: 6697.7 psi
Compressive strength (to nearest 10 psi): 6660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2024 ✔