Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215221 DEA: 07332604 EFIS: 0716000287
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R12.4/14.9
Work Description: REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location Description: THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Gilbert Trujillo Structure Rep.: Bernabe Contreras
DIME Sample ID: 2022-07-08-3
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2022
The quantity of what the sample constitutes: 250 CY
A brief description of the sample: A set of 2 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-1658
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Gardena
The concrete mix design number: SC270N31
The truck number from where the sample was collected: Load 3
The batch plant ticket number from where the sample was collected: 6824650
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-07-08-3-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/15/2022
Date Tested: 07/15/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
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
|
6.00 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)
|
670 psi
|
|
Maximum load on cylinder 1
|
18820 lb
|
|
Maximum load on cylinder 2
|
18550 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
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
