Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212910 DEA: 080K2914 EFIS: 0812000098
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-30.9/33.3
Work Description: LANE REPLACEMENT
Location Description: SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Nick Truong Structure Rep.: Ali El-Zaynab
DIME Sample ID: 2019-02-11-9
TL Number from the TL Form: 16
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 987-16
Structure unique identifier: 7 days break for 725 psi minimum requirement for Cemex mix design 1555212
Structure name: 7 days break for 725 psi minimum requirement for Cemex mix design 1555212
The fabricator/manufacturer/facility name: securty paving
The concrete mix design number: 1555212
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SECURITY PAVING
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: 7 days break for 725 psi minimum requirement for Cemex mix design 1555212
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-02-11-9-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/20/2019
Date Tested: 02/18/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
6320 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
6265.8 psi
|
|
Compressive strength of cylinder 2
|
6364.5 psi
|
|
Maximum load on cylinder 1
|
177760 lb
|
|
Maximum load on cylinder 2
|
180560 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
|
Age of specimen
|
7 days
|
