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Sample Record for 2018-12-11-4

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

Project Information

Project ID: 212319 DEA: 07286604 EFIS: 0700020900 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1,91,405-0.1-4.0
Work Description: SHOPP PROGRAM: STORM WATER MITIGATIONS FOR LOS CERRITOS CHANNEL & ALAMITOS BAY WATERSHED IN LOS ANGELES COUNTY.
Location Description: ON SR-22, SR-91 & I-405
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 1320 E 6th Street, Suite 100, Corona, CA 92879
Resident Engineer: Juan Arias Structure Rep.: Nabil Shmara

Sample Information

DIME Sample ID: 2018-12-11-4
TL Number from the TL Form: 166351
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: 12/11/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2018
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: 990-5152
Structure unique identifier: wb 91 at lakewood off ramp
Structure name: wb 91 at lakewood off ramp
The fabricator/manufacturer/facility name: National Ready Mix

Material Information

The concrete mix design number: s29000LCB
The truck number from where the sample was collected: 20034
The batch plant ticket number from where the sample was collected: 232635
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ortiz enterizes inc
A detailed description of where the material sample was collected: at 20CY
Where the material sample would have been placed if not sampled: wb 91 at lakewood off ramp
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2018-12-11-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/19/2018
Date Tested: 12/18/2018
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 830 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 853.2 psi
Compressive strength of cylinder 2 806.2 psi
Maximum load on cylinder 1 24120 lb
Maximum load on cylinder 2 22790 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