Summary for Test 2020-06-12-22-1
Test performed: CTM 521-June 2012Project Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
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DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
Award Date | Not set |
Closeout Date | 09/27/2022 |
Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
Sample Taken Date | 06/12/2020 | Sample Unique Key | 22 |
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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 | 06/13/2020 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 92 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Zac | Last name of sampler or witnessed by | Flores |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | C061220-404, 405, 406 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hanson - Goleta | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Franklin and Santa Monica |
Material Information
Material Type | Concrete | The concrete mix design number | 725A1MOP |
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The truck number from where the sample was collected | 514D | The batch plant ticket number from where the sample was collected | 35252 |
Concrete batch plant | Hanson Aggregates | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Point of Placement | Where the material sample would have been placed if not sampled | Abutment 1 and 2 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-06-12-22
DIME Test ID: 2020-06-12-22-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2020-07-29
Test Results
Number of specimens: 2
Input Type: Calculated
Tester's full name: Leo Santamaria
Date of test: 07/10/2020
Correction factor: 1
Cylinder Age: 28 days
Break Description of Cylinder 1 (if not 'cone'): 3
Break Description of Cylinder 2 (if not 'cone'): 3
Average Compressive Strength (to nearest 10): 5340 lb/in^2
Compressive Strength of Cylinder 1: 5310 lb/in^2
Compressive Strength of Cylinder 2: 5360 lb/in^2
General comments (publicly viewable) (Max 1000 characters): Set 2 of 3
Test was verified on 7/29/2020 ✔