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Testing Report for 2014-09-15-1-3

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

Project Information

DEA: 033E1004
EFIS: 0300000473
Project ID: 209059
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-8.1/37.8
Work Description: IMPROVING VERTICAL CLEARANCE
Location Description: PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Martin Clark
Structure Rep.: Glen Wheeler

Sample Information

DIME Sample ID: 2014-09-15-1
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: Quality Control
Type of Material: Concrete
Sample Taken Date: 9/15/2014
Date that the sample was received by the laboratory/organization performing the testing: 9/16/2014
The quantity of what the sample constitutes: 8 concrete cylinders
A brief description of the sample: concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: j7a854566
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From the truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-09-15-1-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/18/2014
Capped in accordance with: ASTM C617/CTM521
Verified Date: 9/18/2014
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
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 3310 psi
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Compressive strength of cylinder 1: 3395.9 psi
Compressive strength of cylinder 2: 3230.7 psi
Maximum load on cylinder 1: 96648 lb
Maximum load on cylinder 2: 91945 lb
Type of fracture pattern of cylinder 1: 1
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