Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215314 DEA: 07333004 EFIS: 0716000298
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,5-15.1/22.9
Work Description: PROJECT PILOT 1
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Contractor Name: Powell Constructors, Inc.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Jerome Arabe Structure Rep.: Gon Choi
DIME Sample ID: 2023-11-10-66
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: 11/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/11/2023
The quantity of what the sample constitutes: 2 cylinders
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: National RM Vernon
The concrete mix design number: S73C445T15
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 157792
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Retaining wall 810 90' east from west end
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-11-10-66-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/26/2023
Date Tested: 12/22/2023
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
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
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)
|
4060 psi
|
Maximum load on cylinder 1
|
114760 lb
|
Maximum load on cylinder 2
|
114820 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
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
0 hours
|