Summary for Test 2024-07-23-42-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
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DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
Award Date | 02/08/2024 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
Sample Taken Date | 07/23/2024 | Sample Unique Key | 42 |
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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 | 07/24/2024 |
Sample type | Quality Assurance | A brief description of the sample | 3 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 | KieCon Antioch | 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 | K5065-23137 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 121767 | |
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
DIME Sample ID: 2024-07-23-42
DIME Test ID: 2024-07-23-42-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-26
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: 07/24/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 70450 lb
Maximum load on cylinder 2: 68490 lb
Maximum load on cylinder 3: 71375 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5580.0 psi
Compressive strength of cylinder 2: 5370.0 psi
Compressive strength of cylinder 3: 5650 psi
Compressive strength (to nearest 10 psi): 5530 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2024 ✔