Print Report | Back to Sample Detail

Sample Record for 2019-08-07-26

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: 2019-08-07-26
TL Number from the TL Form:
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 Core
Sample Taken Date: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2019
The quantity of what the sample constitutes: 4 cores
A brief description of the sample: LCB Concrete Core
From where was the sample collected: Job Site
Laboratory sample identification: 08212019
Structure unique identifier:
Structure name: Roadway Pavement Sta 512 00 513 10
The fabricator/manufacturer/facility name: Kiewit Infrastructure West

Material Information

Detail description: Roadway Pavement Sta 512 00 513 10
Structure names: Roadway Pavement Sta 512 00 513 10
Type of material: LCB Cores

Test Results

Test 1 of 1

DIME Test ID: 2019-08-07-26-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/21/2019
Date Tested: 08/21/2019
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 4
Test performed With no density determined
Cross sectional area of cylinder 1 10.69 in^2
Cross sectional area of cylinder 2 10.69 in^2
Cross sectional area of cylinder 3 10.69 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 10.69 in^2
Average diameter of cylinder 1 3.69 in
Compressive strength (to nearest 10 psi) 870 psi
Average diameter of cylinder 2 3.69 in
Compressive strength of cylinder 1 847.5 psi
Compressive strength of cylinder 2 855.7 psi
Average diameter of cylinder 3 3.69 in
Compressive strength of cylinder 3 870.2 psi
Average diameter of cylinder 4 3.69 in
Compressive strength of cylinder 4 918.3 psi
Maximum load on cylinder 1 9340 lb
Maximum load on cylinder 2 9430 lb
Maximum load on cylinder 3 9590 lb
Maximum load on cylinder 4 10120 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 0.97
Correction factor for cylinder 2 0.97
Correction factor for cylinder 3 0.97
Correction factor for cylinder 4 0.97
Age of specimen 14 days