Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209453 DEA: 080J8504 EFIS: 0800000324
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R24.1
Work Description: REPLACE EXISTING BRIDGE.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
Contractor Name: Steve P Rados Inc
Contractor Address: 2002 E McFadden Ave, Santa Ana, CA 92705
Resident Engineer: Amgad Benjamin Structure Rep.: Osama Abdalla
DIME Sample ID: 2015-11-24-16
TL Number from the TL Form: 789104B
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/24/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2015
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: 901-04B
Structure unique identifier: HORSETHIEF CREEK BR REPLACE
Structure name: STAGE2 PILE3 AT ABUTMENT 1
The fabricator/manufacturer/facility name: Holliday Rock
The concrete mix design number: 4F50X001
The truck number from where the sample was collected: 630
The batch plant ticket number from where the sample was collected: 109001196
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: MIXER
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-11-24-16-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/22/2015
Date Tested: 12/22/2015
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5390 psi
|
|
Maximum load on cylinder 1
|
153720 lb
|
|
Maximum load on cylinder 2
|
152010 lb
|
|
Compressive strength of cylinder 1
|
5418.4 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5358.1 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
|
