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Testing Report for 2020-11-16-9-1

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

Project Information

DEA: 030F2844
EFIS: 0319000204
Project ID: 214701
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Construct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Masoud Saed
Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2020-11-16-9
TL Number from the TL Form: 280826
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2020
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: 201_1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 00000000000000000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-11-16-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/7/2020
Verified Date: 12/7/2020
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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): 5850 psi
Maximum load on cylinder 1: 161051 lb
Maximum load on cylinder 2: 167715 lb
Compressive strength of cylinder 1: 5733.4 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 5970.6 psi
Type of fracture pattern of cylinder 2: 1
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: 21 days
Age of specimen in hours: no data