Summary for Test 2023-12-15-44-5
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214627 DEA: 05344904 EFIS: 0500000505 |
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DIST-CO-RTE-PM | 05-SBT-156-3/R8.2 |
Award Date | 05/19/2022 |
Closeout Date | Not set |
Work Description | SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE. |
Location Description | SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156 |
QA Service Level | 1 (Verified on 01/14/2020) |
Sample Information
Sample Taken Date | 12/15/2023 | Sample Unique Key | 44 |
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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 | 12/15/2023 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | MacDonald |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Don Chapin | 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 | G67534ST |
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The truck number from where the sample was collected | 0985 | The batch plant ticket number from where the sample was collected | 239849 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | concrete truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-12-15-44
DIME Test ID: 2023-12-15-44-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-01-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 12/15/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 179090 lb
Maximum load on cylinder 2: 177660 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6310 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/15/2024 ✔