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Sample Record for 2017-03-06-4

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

Project Information

Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-33.2/37.2
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
Contractor Name: Ames Construction, inc.
Contractor Address: 391 N Main Street, Suite 302, Corona, Ca 92880
Resident Engineer: Raj Punjabi Structure Rep.: Cardiel Bugarin

Sample Information

DIME Sample ID: 2017-03-06-4
TL Number from the TL Form: Unknown
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: 03/06/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 882-71
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Holliday Rock

Material Information

The concrete mix design number: CM5645
The truck number from where the sample was collected: 252
The batch plant ticket number from where the sample was collected: load 3
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: plant
Where the material sample would have been placed if not sampled: RW 874 between station 876plus88 to 877plus84
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-03-06-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/10/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.02 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 2290 psi
Maximum load on cylinder 1 1 lb
Maximum load on cylinder 2 65760 lb
Compressive strength of cylinder 1 2270.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 2310.6 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 4 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-03-06-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/03/2017
Date Tested: 04/03/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.02 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 4080 psi
Maximum load on cylinder 1 115710 lb
Maximum load on cylinder 2 115970 lb
Compressive strength of cylinder 1 4078.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4074.8 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