Summary for Test 2024-12-16-13-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994978 DEA: 09379504 EFIS: 0919000009 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-5709- |
| Award Date | 05/17/2024 |
| Closeout Date | 11/25/2025 |
| Work Description | CONSTRUCT BUILDING AND PLACE HMA. |
| Location Description | INYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 12/16/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 12/18/2024 |
| Sample type | Acceptance | A brief description of the sample | 6 PCC Cylinders 4x8 |
| The quantity of what the sample constitutes | 250 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Colton | Last name of sampler or witnessed by | Carrington |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PCC-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 7-11 Bishop Plant | Transportation Laboratory (TL) Number | 4551 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Water Tank Footings | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 718412A |
|---|---|---|---|
| The truck number from where the sample was collected | 89393 | The batch plant ticket number from where the sample was collected | Load 2 |
| Concrete batch plant | Plant 9 | The fabricator/manufacturer designation for the sample | 7-11 |
| A detailed description of where the material sample was collected | Taken off of the Discharge Chute | Where the material sample would have been placed if not sampled | Water Tank Footing |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-12-16-13
DIME Test ID: 2024-12-16-13-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 01/21/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 51980 lb
Maximum load on cylinder 2: 52360 lb
Maximum load on cylinder 3: 53260 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.57 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: 4135.2 psi
Compressive strength of cylinder 2: 4165.5 psi
Compressive strength of cylinder 3: 4237.1 psi
Compressive strength (to nearest 10 psi): 4180 psi
General comments (publicly viewable) (Max 1000 characters): PCC-01
Test was verified on 1/21/2025 ✔