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Testing Report for 2015-11-05-2-1

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

Project Information

DEA: 04235844
EFIS: 0400000684
Project ID: 209135
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-16.3/17.06
Work Description: RECONSTRUCT OVERCROSSING, RETAINING WALLS, GROUND IMPROVEMENT,
Location Description: BURLINGAME
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Douglas Inori
Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2015-11-05-2
TL Number from the TL Form: 055101
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: 11/5/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/6/2015
The quantity of what the sample constitutes: cylinders
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: unknown

Material Information

The concrete mix design number: 57C800
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: unknown
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: cement mixer load 2
Where the material sample would have been placed if not sampled: Bent Cap from previous grade
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-11-05-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/3/2015
Verified Date: 12/3/2015
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: 6.06 in
Average diameter of cylinder 2: 6.03 in
Cross sectional area of cylinder 1: 28.84 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength (to nearest 10 psi): 6210 psi
Maximum load on cylinder 1: 175078 lb
Maximum load on cylinder 2: 181313 lb
Compressive strength of cylinder 1: 6070.7 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 6348.5 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: 28 days
Age of specimen in hours: no data