Print Report | Back to Test Summary

Testing Report for 2016-02-25-2-1

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

Project Information

DEA: 072881U4
EFIS: 0714000085
Project ID: 209732
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R16.1/R25.8
Work Description: CONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location Description: LOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Sushil Chaudhari
Structure Rep.: Mark Amorsolo

Sample Information

DIME Sample ID: 2016-02-25-2
TL Number from the TL Form: 2252
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 2/25/2016
Date that the sample was received by the laboratory/organization performing the testing: 2/29/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 927-52
Structure unique identifier: 210 FWY DUNSMORE TO LOS ROBLES
Structure name: APPROACH SLABS EB WALTONIA WEST CONNECTOR EAST CONNECTOR
The fabricator/manufacturer/facility name: NATIONAL READY

Material Information

The concrete mix design number: S72036
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: 192547
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 5
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-02-25-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/29/2016
Verified Date: 3/1/2016
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: 5.98 in
Average diameter of cylinder 2: 5.98 in
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength (to nearest 10 psi): 2840 psi
Maximum load on cylinder 1: 79890 lb
Maximum load on cylinder 2: 79440 lb
Compressive strength of cylinder 1: 2844.1 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 2828.1 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: no data
Age of specimen: 4 days
Age of specimen in hours: no data