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Testing Report for 2021-09-15-48-2

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

Project Information

DEA: 050N7AU4
EFIS: 0520000030
Project ID: 214756
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: Unknown
Contractor Address: Unknown
Resident Engineer: Taylor Merlo
Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2021-09-15-48
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: 9/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/15/2021
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: CT 675C+F25% 1" HR/HS/SRA0
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: 514D
The batch plant ticket number from where the sample was collected: 549771
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: NB Hwy 101 Franklin Bridge Deck Stage 3
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-09-15-48-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Date Tested: 9/15/2021
Verified Date: 10/13/2021
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 :

Submitted Test Results

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: 6.00 in
Compressive strength of cylinder (to nearest 10 psi): 6540 psi
Maximum load on cylinder 1: 132580 lb
Type of fracture pattern of cylinder 1: 5
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: no data