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Sample Record for 2021-08-26-63

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2021-08-26-63
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultant
Sample Organization Contact: 1 (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2021
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Goleta

Material Information

The concrete mix design number: 72F1S0Z
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 549485
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: NB 101 Santa Monica Bridge Deck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-08-26-63-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/23/2021
Date Tested: 09/23/2021
Submitted By Organization: Sequoia Consultant
Organization Address: 361 W Grove Ave,
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:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 28.27 in
Compressive strength of cylinder (to nearest 10 psi) 0 psi
Maximum load on cylinder 1 158870 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.