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Sample Record for 2020-08-10-38

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

Sample Information

DIME Sample ID: 2020-08-10-38
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: 08/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2020
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification: C081020-408
Structure unique identifier:
Structure name: Sound Wall 4C 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: 514D
The batch plant ticket number from where the sample was collected: 543578
Concrete batch plant: Hanson Goleta
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Ready Mix Chute
Where the material sample would have been placed if not sampled: Sound Wall 4C
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2020-08-10-38-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/16/2020
Date Tested: 09/07/2020
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:
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) 4340 psi
Maximum load on cylinder 1 122670 lb
Maximum load on cylinder 2 122740 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.