Print Report | Back to Test Summary

Testing Report for 2015-05-12-1-3

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

Project Information

DEA: 034F0704
EFIS: 0314000020
Project ID: 209788
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-17.1
Work Description: WIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING.
Location Description: SACRAMENTO COUNTY AT NATOMA OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joseph Estepa
Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2015-05-12-1
TL Number from the TL Form: 173232
Sample Submitted By Organization: CT SC Sub-unit 3665-103
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 5/12/2015
Date that the sample was received by the laboratory/organization performing the testing: 5/13/2015
The quantity of what the sample constitutes: 6 concrete cylinders
A brief description of the sample: 6 6x12 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: 24 0120
Structure name: Natoma OH
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: F628AFST0
The truck number from where the sample was collected: 56
The batch plant ticket number from where the sample was collected: 1061340
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Pump hopper into wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-05-12-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 5/15/2015
Verified Date: 5/15/2015
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: 6.01 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 2020 psi
Maximum load on cylinder 1: 56359 lb
Maximum load on cylinder 2: 58035 lb
Compressive strength of cylinder 1: 1986.6 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 2045.6 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: no data
Age of specimen: 3 days
Age of specimen in hours: no data