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Sample Record for 2018-05-31-15

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

Project Information

Project ID: 209695 DEA: 08347704 EFIS: 0800000616 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: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2018-05-31-15
TL Number from the TL Form: 946-0531
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: 05/31/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2018
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: 976-0531
Structure unique identifier: 54 1325R COLUMM 5R
Structure name: 54 1325R COLUMM 5R
The fabricator/manufacturer/facility name: Roberts Lucern Valley

Material Information

The concrete mix design number: SM446B38
The truck number from where the sample was collected: 1710
The batch plant ticket number from where the sample was collected: 3331219
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: KEWIT
A detailed description of where the material sample was collected: MIDDLE LOAD
Where the material sample would have been placed if not sampled: 54 1325R COLUMM 5R
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2018-05-31-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/28/2018
Date Tested: 06/28/2018
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:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
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) 5100 psi
Maximum load on cylinder 1 144890 lb
Maximum load on cylinder 2 143600 lb
Compressive strength of cylinder 1 5125.2 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5079.6 psi
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
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.