Summary for Test 2022-04-13-78-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993317 DEA: 11264104 EFIS: 1116000045 |
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DIST-CO-RTE-PM | 11-SD-8-2.2 |
Award Date | 12/15/2021 |
Closeout Date | 09/14/2023 |
Work Description | REPLACE BRIDGE PORTIONS & PLACE STRUCTURAL CONCRETE BRIDGE & BARRIER. |
Location Description | SAN DIEGO COUNTY IN SAN DIEGO AT E8-S163 CONNECTOR OVERCROSSING |
QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
Sample Taken Date | 04/13/2022 | Sample Unique Key | 78 |
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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 | 04/13/2022 |
Sample type | Quality Control | A brief description of the sample | Structural Concrete |
The quantity of what the sample constitutes | 20 C.Y. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | McCabe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson National City | 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 | 1650707 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 999495 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Concrete Truck Chute | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-04-13-78
DIME Test ID: 2022-04-13-78-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-06-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Larry Fukushima
Date of test: 05/25/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 188040 lb
Maximum load on cylinder 2: 181360 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 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
Age of specimen: 42 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): 6530 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2022 ✔