Print Report | Back to Test Summary

Testing Report for 2015-12-30-4-1

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

Project Information

DEA: 040A5344
EFIS: 0400021131
Project ID: 208852
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80,80-R11.4/13.0
Work Description: REALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location Description: IN SOLANO COUNTY NEAR FAIRFIELD.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Noel AQUINO
Structure Rep.: Ryan Stiltz

Sample Information

DIME Sample ID: 2015-12-30-4
TL Number from the TL Form: 93377
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/30/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/31/2015
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: zzzzzzzzzzzzz
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: zzzzzzzzzzzzzzzzzzzz
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Jobsite
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: 2015-12-30-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/27/2016
Verified Date: 1/27/2016
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: 5.98 in
Average diameter of cylinder 2: 5.95 in
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength (to nearest 10 psi): 5810 psi
Maximum load on cylinder 1: 166568 lb
Maximum load on cylinder 2: 158435 lb
Compressive strength of cylinder 1: 5929.8 psi
Type of fracture pattern of cylinder 1: 4
Compressive strength of cylinder 2: 5697.1 psi
Type of fracture pattern of cylinder 2: 2
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