Summary for Test 2021-11-15-19-5
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
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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 | 11/15/2021 | Sample Unique Key | 19 |
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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 | 11/16/2021 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Stephen | Last name of sampler or witnessed by | Haynes |
Title of sampler | Telephone number of sampler | 9253317125 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | KIE-CON, INC | 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 | K6080-603 CPA |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 112595 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | 20-142 11/15/21 | |
A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Wide Flange Girder |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-11-15-19
DIME Test ID: 2021-11-15-19-5
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-11-30
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jason Allen
Date of test: 11/22/2021
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 119950 lb
Maximum load on cylinder 2: 120280 lb
Maximum load on cylinder 3: 122370 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
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 (to nearest 10 psi): 9620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/30/2021 ✔