Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R17.1/R19.2
Work Description: REALIGN SECTION OF STATE ROUTE 138
Location Description: Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Amgad Benjamin Structure Rep.: Tim Flores
DIME Sample ID: 2017-05-17-12
TL Number from the TL Form: 20170517
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: 05/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 955-517
Structure unique identifier: ABUTMENT 1
Structure name: DOUBLE DRAIN CREEK BRIDGE
The fabricator/manufacturer/facility name: Robertsons LUCERNE
The concrete mix design number: RRM09013
The truck number from where the sample was collected: 1709
The batch plant ticket number from where the sample was collected: 2703666
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-05-17-12-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/01/2017
Date Tested: 06/01/2017
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
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
4910 psi
|
Maximum load on cylinder 1
|
137930 lb
|
Maximum load on cylinder 2
|
141340 lb
|
Compressive strength of cylinder 1
|
4846.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4982.0 psi
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
15 days
|
Age of specimen in hours
|
no data
|