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Sample Record for 2016-05-03-6

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

Project Information

Project ID: 210397 DEA: 074T7304 EFIS: 0714000211 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-41.7
Work Description: REALIGN EXISTING SOUND WALL AT RAMP TERMINUS.
Location Description: LOS ANGELES AT SOUTHBOUND ROUTE 405 TO VICTORY BOULEVARD OFF-RAMP
Contractor Name: HIGHLAND CONSTRUCTION, INC.
Contractor Address: 133 N Pixley Street, Orange, CA 92868
Resident Engineer: ALI MOHSENZADEH Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-05-03-6
TL Number from the TL Form: 001
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: 05/03/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2016
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: 931-01
Structure unique identifier: VICTORY BLVD OFF RAMP
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SM400B39
The truck number from where the sample was collected: NP
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: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-05-03-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/17/2016
Date Tested: 05/17/2016
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) 3600 psi
Maximum load on cylinder 1 103320 lb
Maximum load on cylinder 2 101100 lb
Compressive strength of cylinder 1 3641.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3563.6 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 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-05-03-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/31/2016
Date Tested: 05/31/2016
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) 4220 psi
Maximum load on cylinder 1 123600 lb
Maximum load on cylinder 2 115970 lb
Compressive strength of cylinder 1 4356.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4087.8 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