Summary for Test 2024-06-28-89-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
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DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
Award Date | 02/27/2023 |
Closeout Date | Not set |
Work Description | Wye Segment - Route 41/46 Separation |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
Sample Taken Date | 06/28/2024 | Sample Unique Key | 89 |
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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 | 06/29/2024 |
Sample type | Acceptance | A brief description of the sample | 4x8 Concrete Cylinders |
The quantity of what the sample constitutes | CCB Bent 2 R Footing - 3T40H001 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zepeda |
Title of sampler | Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Holliday Rock Paso Robles | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | CCB Bent 2 Right Footing |
Material Information
Material Type | Concrete | The concrete mix design number | 3T40H001 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
Concrete batch plant | HOLLIDAY ROCK | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Mix Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-06-28-89
DIME Test ID: 2024-06-28-89-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-07-29
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Sal Zepeda
Date of test: 07/26/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 89058 lb
Maximum load on cylinder 2: 88174 lb
Maximum load on cylinder 3: 87420 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
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 of cylinder 1: 7085.0 psi
Compressive strength of cylinder 2: 7014.6 psi
Compressive strength of cylinder 3: 6954.7 psi
Compressive strength (to nearest 10 psi): 7020 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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05-3307C4_370095_240628_KEE_CTM 521_CCB Bent 2R Footing_28 Day_3x_1 | 107.83 KB | 07/29/2024 | 2024-06-28-89-1 | Info |
Test was verified on 7/29/2024 ✔