Print Report | Back to Test Summary

Testing Report for 2019-05-07-11-1

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

Project Information

DEA: 033F5304
EFIS: 0313000135
Project ID: 212993
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-67.3
Work Description: ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location Description: EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alterton
Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2019-05-07-11
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 5/7/2019
Date that the sample was received by the laboratory/organization performing the testing: 5/7/2019
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: 3x6 cylinder
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 09-El dorado
Structure name: Unknown
The fabricator/manufacturer/facility name: RMA

Material Information

The concrete mix design number: JS1212
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 0000000000
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Fabricator
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: 2019-05-07-11-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/4/2019
Verified Date: 6/4/2019
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: 3
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Compressive strength (to nearest 10 psi): 18340 psi
Maximum load on cylinder 1: 131512 lb
Maximum load on cylinder 2: 130902 lb
Maximum load on cylinder 3: 129281 lb
Compressive strength of cylinder 1: 18470.8 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 18385.1 psi
Compressive strength of cylinder 3: 18157.4 psi
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data