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Sample Record for 2015-10-20-5

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

Project Information

Project ID: 210307 DEA: 073P7004 EFIS: 0712000437 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-L5724-
Work Description: CONSTRUCT MAINTENANCE STATION
Location Description: VENTURA COUNTY IN OJAI AT THE OJAI MAINTENANCE STATION AT 1116 MARICOPA HIGHWAY
Contractor Name: MPG Construction
Contractor Address: PO Box 355, Upland, CA 91785
Resident Engineer: Hussam Buran Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2015-10-20-5
TL Number from the TL Form: 053649
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: 10/20/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 921-49
Structure unique identifier: OJAI MS BLDG
Structure name: Unknown
The fabricator/manufacturer/facility name: ASSOCIATED READY MIX

Material Information

The concrete mix design number: 55630
The truck number from where the sample was collected: LOAD 2
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 2
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2015-10-20-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2015
Date Tested: 11/10/2015
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3590 psi
Maximum load on cylinder 1 103160 lb
Maximum load on cylinder 2 99780 lb
Compressive strength of cylinder 1 3649.1 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3529.5 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 21 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2015-10-20-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/17/2015
Date Tested: 11/17/2015
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4030 psi
Maximum load on cylinder 1 113130 lb
Maximum load on cylinder 2 114610 lb
Compressive strength of cylinder 1 4001.8 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4054.1 psi
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 no data
Age of specimen 28 days
Age of specimen in hours no data