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Testing Report for 2021-08-30-52-1

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

Project Information

DEA: 050N72U4
EFIS: 0520000169
Project ID: 215753
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Taylor Merlo
Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2021-08-30-52
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: 8/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/7/2021
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: 7521H0P
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 549535
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Piles
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-30-52-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/27/2021
Verified Date: 9/28/2021
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
Average diameter of cylinder 1: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi): 5900 psi
Maximum load on cylinder 1: 167690 lb
Type of fracture pattern of cylinder 1: 2
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