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Sample Record for 2020-09-02-4

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

Project Information

Project ID: 213970 DEA: 080K1214 EFIS: 0815000245 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-12.5/14.8
Work Description: REPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location Description: SAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
Contractor Name: OHL USA, INC
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Vu Thanh Nguyen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-02-4
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pro-cast Prodcuts Inc

Material Information

The concrete mix design number: PRO2 0000
The truck number from where the sample was collected: 3rd Truck Load
The batch plant ticket number from where the sample was collected: 5735488
Concrete batch plant: Robertsons Redlands
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: At casting bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2020-09-02-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/17/2020
Date Tested: 09/16/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 5680 psi
Maximum load on cylinder 1 159850 lb
Maximum load on cylinder 2 162210 lb
Compressive strength of cylinder 1 5634.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5717.7 psi
Type of fracture pattern of cylinder 2 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
Age of specimen 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2020-09-02-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/02/2020
Date Tested: 09/30/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 6110 psi
Maximum load on cylinder 1 172630 lb
Maximum load on cylinder 2 172790 lb
Compressive strength of cylinder 1 6106.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 6112.1 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 1
Age of specimen 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.