Print Report | Back to Sample Detail

Sample Record for 2021-02-16-29

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.
Contractor Address: 5335 Debbie Rd, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2021-02-16-29
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: 02/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2021
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Sound Wall 4A Pile Cap
The fabricator/manufacturer/facility name: Hanson Goleta

Material Information

The concrete mix design number: 63511N0P
The truck number from where the sample was collected: 544
The batch plant ticket number from where the sample was collected: 546403
Concrete batch plant: Hanson Goleta
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled: Sound Wall 4A Pile Cap
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-02-16-29-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/16/2021
Date Tested: 03/16/2021
Submitted By Organization: Sequoia Consultants
Organization Address: 361 W. Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email:
Organization Phone: (714) 974-6316
General Comments for this Test: Set 2
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
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) 4860 psi
Maximum load on cylinder 1 136780 lb
Maximum load on cylinder 2 137930 lb
Type of fracture pattern of cylinder 1 3
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 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.