Print Report | Back to Sample Detail

Sample Record for 2019-10-02-14

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

Project Information

Project ID: 212908 DEA: 07300404 EFIS: 0713000435 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-1.5/29.1
Work Description: SLOPE PROTECTION AND BMP CONSTRUCTION.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AND NEAR CALABASAS FROM 0.1 MILE SOUTH OF ROUTE 101/110 SEPARATION TO 0.1 MILE NORTH OF MUREAU ROAD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave., FONTANA, CA 92335
Resident Engineer: Kris Venkataraman Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2019-10-02-14
TL Number from the TL Form: 191002
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/02/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 985-1002
Structure unique identifier:
Structure name: fwy median at us101 and Vermont
The fabricator/manufacturer/facility name: NATIONAL READY MIXED CONCRETE

Material Information

The concrete mix design number: S72500
The truck number from where the sample was collected: 20037
The batch plant ticket number from where the sample was collected: 224002
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: POWELL CONSTRUCTORS
A detailed description of where the material sample was collected: chute
Where the material sample would have been placed if not sampled: fwy median at us101 and Vermont
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2019-10-02-14-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2019
Date Tested: 10/30/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5250 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5190.6 psi
Compressive strength of cylinder 2 5313.1 psi
Maximum load on cylinder 1 146270 lb
Maximum load on cylinder 2 151210 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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 28 days