Summary for Test 2022-06-08-46-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 06/08/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 06/09/2022 |
| Sample type | Quality Control | A brief description of the sample | 4x8 cylinders |
| The quantity of what the sample constitutes | Three 4x8 cylinders | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Stasi |
| Title of sampler | QC Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KieCon | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | K6080-603cpa |
|---|---|---|---|
| The truck number from where the sample was collected | 5 | The batch plant ticket number from where the sample was collected | 114933 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | WFG Bed | 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: 2022-06-08-46
DIME Test ID: 2022-06-08-46-1
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-07-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: David Stasi
Date of test: 07/06/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 12.57 in
Average diameter of cylinder 2: 12.57 in
Average diameter of cylinder 3: 12.57 in
Maximum load on cylinder 1: 115510 lb
Maximum load on cylinder 2: 122550 lb
Maximum load on cylinder 3: 111050 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 4 in^2
Cross sectional area of cylinder 2: 4 in^2
Cross sectional area of cylinder 3: 4 in^2
Compressive strength (to nearest 10 psi): 9260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2022 ✔