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Testing Report for 2015-03-14-2-1

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: 2015-03-14-2
TL Number from the TL Form: TL 055076
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 3/14/2015
Date that the sample was received by the laboratory/organization performing the testing: 3/17/2015
The quantity of what the sample constitutes: 2 concrete cylinder
A brief description of the sample: concrete cylinder
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: 577720
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: field
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-03-14-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/13/2015
Capped in accordance with: ASTM C617/CTM521
Verified Date: 4/13/2015
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
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 5880 psi
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Compressive strength of cylinder 1: 5944.8 psi
Compressive strength of cylinder 2: 5819.3 psi
Maximum load on cylinder 1: 166396 lb
Maximum load on cylinder 2: 162883 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: 30 days