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Sample Record for 2020-06-12-22

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Project Information

Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-1.4/4.8
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
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Rd, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2020-06-12-22
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2020
The quantity of what the sample constitutes: 92 cy
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C061220-404, 405, 406
Structure unique identifier:
Structure name: Franklin and Santa Monica
The fabricator/manufacturer/facility name: Hanson - Goleta

Material Information

The concrete mix design number: 725A1MOP
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 Results

Test 1 of 3

DIME Test ID: 2020-06-12-22-1
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 07/10/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test: Set 2 of 3
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 5340 lb/in^2
Cylinder Age 28 days
Break Description of Cylinder 1 (if not 'cone') 3
Break Description of Cylinder 2 (if not 'cone') 3

Test 2 of 3

DIME Test ID: 2020-06-12-22-2
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 06/12/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test: Set 1 of 3
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 4940 lb/in^2
Cylinder Age 28 days
Break Description of Cylinder 1 (if not 'cone') 3
Break Description of Cylinder 2 (if not 'cone') 3

Test 3 of 3

DIME Test ID: 2020-06-12-22-3
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 06/12/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test: Set 3 of 3
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 5000 lb/in^2
Cylinder Age 28 days
Break Description of Cylinder 1 (if not 'cone') 3
Break Description of Cylinder 2 (if not 'cone') 3