Print Report | Back to Test Summary

Testing Report for 2018-08-18-2-1

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: 2018-08-18-2
TL Number from the TL Form: 20180818
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: 8/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 8/21/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 976-0818
Structure unique identifier: bent cap 4L br no 54 1325L
Structure name: bent cap 4L br no 54 1325L
The fabricator/manufacturer/facility name: Robertsons LUCERNE

Material Information

The concrete mix design number: SC799B38
The truck number from where the sample was collected: 1910
The batch plant ticket number from where the sample was collected: 3380088
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: KIEWIT INFRANSTRUCTURE
A detailed description of where the material sample was collected: MIDLE OF LOAD
Where the material sample would have been placed if not sampled: bent cap 4L br no 54 1325L
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-08-18-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/28/2018
Verified Date: 8/29/2018
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 4520 psi
Maximum load on cylinder 1: 140190 lb
Maximum load on cylinder 2: 116730 lb
Compressive strength of cylinder 1: 4925.9 psi
Type of fracture pattern of cylinder 1: 4
Compressive strength of cylinder 2: 4114.6 psi
Type of fracture pattern of cylinder 2: 3
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: 10 days
Age of specimen in hours: no data