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Sample Record for 2019-06-12-6

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

Project Information

Project ID: 213396 DEA: 060Q1804 EFIS: 0613000145 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R94.2
Work Description: TO INSTALL BRIDGE RAILING AND MIDWEST GUARDRAIL SYSTEM.
Location Description: KERN COUNTY IN TEHACHAPI AT SUMMIT OVERHEAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Rd., Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2019-06-12-6
TL Number from the TL Form: 20190612B
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: 06/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2019
The quantity of what the sample constitutes: 5
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 995-612B
Structure unique identifier:
Structure name: Prequalification pour at Holiday Rock Readymix plant
The fabricator/manufacturer/facility name: HOLIDAY ROCK

Material Information

The concrete mix design number: 3H40X006
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: 1081413
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: granite
A detailed description of where the material sample was collected: Prequalification pour at Holiday Rock Readymix plant
Where the material sample would have been placed if not sampled: Prequalification pour at Holiday Rock Readymix plant
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2019-06-12-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/12/2019
Date Tested: 07/10/2019
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 5
Test performed With no density determined
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.56 in^2
Cross sectional area of cylinder 5 28.46 in^2
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength (to nearest 10 psi) 3680 psi
Compressive strength of cylinder 1 3682.5 psi
Compressive strength of cylinder 2 3645.3 psi
Average diameter of cylinder 3 6.01 in
Compressive strength of cylinder 3 3843.8 psi
Average diameter of cylinder 4 6.03 in
Compressive strength of cylinder 4 3559.2 psi
Average diameter of cylinder 5 6.02 in
Compressive strength of cylinder 5 3685.9 psi
Maximum load on cylinder 1 104805 lb
Maximum load on cylinder 2 103745 lb
Maximum load on cylinder 3 109050 lb
Maximum load on cylinder 4 101650 lb
Maximum load on cylinder 5 104900 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 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 1
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 28 days