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Sample Record for 2019-06-12-8

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

Project Information

Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R99.0/R100.3
Work Description: WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2019-06-12-8
TL Number from the TL Form: 612A
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: Job Site
Laboratory sample identification: 994-612A
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: 3h40x005
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: graite
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

Test 1 of 1

DIME Test ID: 2019-06-12-8-1
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 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.46 in^2
Cross sectional area of cylinder 5 28.46 in^2
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength (to nearest 10 psi) 4210 psi
Compressive strength of cylinder 1 4197.9 psi
Compressive strength of cylinder 2 4161.6 psi
Average diameter of cylinder 3 6.02 in
Compressive strength of cylinder 3 4173.2 psi
Average diameter of cylinder 4 6.02 in
Compressive strength of cylinder 4 4321 psi
Average diameter of cylinder 5 6.02 in
Compressive strength of cylinder 5 4172.2 psi
Maximum load on cylinder 1 119095 lb
Maximum load on cylinder 2 118065 lb
Maximum load on cylinder 3 118770 lb
Maximum load on cylinder 4 122975 lb
Maximum load on cylinder 5 118740 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