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Sample Record for 2017-08-23-14

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

Project Information

Project ID: 212011 DEA: 07252624 EFIS: 0700021272 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R45.4/R61.2
Work Description: REHABILITATE CONCRETE PAVEMENT.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AND AT CASTAIC FROM 0.2 MILE SOUTH OF ROUTE 14/5 SEPARATION TO 0.7 MILE NORTH OF PALOMAS WASH BRIDGE
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Daniel Widjaja Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-08-23-14
TL Number from the TL Form: 914173
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: 08/23/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 6 x 12 LCB Cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 965-73
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: LB17-0047R
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: SKIPLOADER TO WHEELBARROW
Where the material sample would have been placed if not sampled: ATKINSON PORTABLE PLANT I 5 CALGROVE
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2017-08-23-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/30/2017
Date Tested: 08/30/2017
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 6
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 6.01 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 5.99 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.18 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.27 in^2
Compressive strength (to nearest 10 psi) 920 psi
Maximum load on cylinder 1 26350 lb
Maximum load on cylinder 2 26640 lb
Maximum load on cylinder 3 26670 lb
Maximum load on cylinder 4 25720 lb
Maximum load on cylinder 5 25450 lb
Maximum load on cylinder 6 25710 lb
Compressive strength of cylinder 1 932.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 939.0 psi
Compressive strength of cylinder 3 943.4 psi
Compressive strength of cylinder 4 912.7 psi
Compressive strength of cylinder 5 897.1 psi
Compressive strength of cylinder 6 909.4 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Correction factor for cylinder 5 no data
Correction factor for cylinder 6 no data
Age of specimen 7 days
Age of specimen in hours no data