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Testing Report for 2017-07-20-3-1

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: 2017-07-20-3
TL Number from the TL Form: 101107238
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: 7/20/2017
Date that the sample was received by the laboratory/organization performing the testing: 7/21/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 882-238
Structure unique identifier: PUENTE AVE UC WIDEN LEFT AND RIGHT BRIDGE DECK POUR
Structure name: PUENTE AVE UC WIDEN LEFT AND RIGHT BRIDGE DECK POUR
The fabricator/manufacturer/facility name: Holliday Rock

Material Information

The concrete mix design number: CM5848
The truck number from where the sample was collected: 601
The batch plant ticket number from where the sample was collected: 101107238
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: PUENTE AVE UC WIDEN LEFT AND RIGHT BRIDGE DECK POUR
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2017-07-20-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/17/2017
Verified Date: 8/17/2017
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: 6.03 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5090 psi
Maximum load on cylinder 1: 145410 lb
Maximum load on cylinder 2: 143880 lb
Compressive strength of cylinder 1: 5091.4 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 5089.5 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: 28 days
Age of specimen in hours: no data