Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215697 DEA: 07318204 EFIS: 0715000286
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2022-09-22-67
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: 09/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2022
The quantity of what the sample constitutes: 1 per shift
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A&A Ready Mix
The concrete mix design number: SL4K475WHU
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6120133
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-09-22-67-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/25/2022
Date Tested: 10/20/2022
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.03 in
|
|
Average diameter of cylinder 2
|
6.03 in
|
|
Cross sectional area of cylinder 1
|
28.65 in^2
|
|
Cross sectional area of cylinder 2
|
28.65 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6720 psi
|
|
Maximum load on cylinder 1
|
183340 lb
|
|
Maximum load on cylinder 2
|
201300 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
0
|
|
Correction factor for cylinder 2
|
0
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
