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Sample Record for 2020-10-21-6

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

Project Information

Project ID: 215132 DEA: 051M6404 EFIS: 0520000045 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-37/46
Work Description: Atascadero Slab Replacement - replace JPCP with precast pavement panels (Procast)
Location Description: US 101 near Atascadero
Contractor Name: Atkinson Construction
Contractor Address: 2420 E Cesar Chavez Avenue, Los Angeles, Ca 90033
Resident Engineer: Andrew Borrelli Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-21-6
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 Assurance
Type of Material: Concrete
Sample Taken Date: 10/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2020
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pro-cast Products Inc

Material Information

The concrete mix design number: RRM14062
The truck number from where the sample was collected: Load 3
The batch plant ticket number from where the sample was collected: 5749581
Concrete batch plant: Robertson
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: by the 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: 2020-10-21-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2020
Date Tested: 11/04/2020
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 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 6480 psi
Maximum load on cylinder 1 184280 lb
Maximum load on cylinder 2 183000 lb
Compressive strength of cylinder 1 6518.6 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 6450.5 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 1
Age of specimen 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2020-10-21-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 11/18/2020
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) 7230 psi
Maximum load on cylinder 1 206455 lb
Maximum load on cylinder 2 202325 lb
Compressive strength of cylinder 1 7303.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 7156.9 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 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.