Print Report | Back to Test Summary

Testing Report for 2018-01-31-15-1

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

Project Information

DEA: 071170U4
EFIS: 0700000085
Project ID: 209139
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-33.2/37.2
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Raj Punjabi
Structure Rep.: Cardiel Bugarin

Sample Information

DIME Sample ID: 2018-01-31-15
TL Number from the TL Form: 101119752
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: 1/31/2018
Date that the sample was received by the laboratory/organization performing the testing: 2/2/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 882-752
Structure unique identifier: ROUTE 10 WEST COVINA
Structure name: Unknown
The fabricator/manufacturer/facility name: HOLLIDAY ROCK

Material Information

The concrete mix design number: CM5645
The truck number from where the sample was collected: 184
The batch plant ticket number from where the sample was collected: 101119752
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
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: 2018-01-31-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/28/2018
Verified Date: 2/28/2018
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 :

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: 6.00 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): 3770 psi
Maximum load on cylinder 1: 106900 lb
Maximum load on cylinder 2: 106260 lb
Compressive strength of cylinder 1: 3781.4 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 3758.8 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