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Testing Report for 2018-05-14-14-1

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

Project Information

DEA: 08347704
EFIS: 0800000616
Project ID: 209695
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shaine Shahidi
Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2018-05-14-14
TL Number from the TL Form: 8
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 5/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 5/16/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinder 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 976-8
Structure unique identifier: 54 1325R
Structure name: ABUTMENT 1 AT BRIDGE NUMBER 54 1325R
The fabricator/manufacturer/facility name: Robertsons LUCERNE

Material Information

The concrete mix design number: SM450P47
The truck number from where the sample was collected: 1228
The batch plant ticket number from where the sample was collected: 3331248
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Batch plant
A detailed description of where the material sample was collected: middleof the load
Where the material sample would have been placed if not sampled: ABUTMENT 1 AT BRIDGE NUMBER 54 1325R
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-05-14-14-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/11/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 6/11/2018
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 5480 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 5487.8 psi
Compressive strength of cylinder 2: 5474.4 psi
Maximum load on cylinder 1: 155690 lb
Maximum load on cylinder 2: 155310 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: 28 days