Print Report | Back to Sample Detail

Sample Record for 2021-05-06-6

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

Project Information

Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-15-54.2/54.3
Work Description: Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description: Riverside and San Diego County
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Mike Bergevin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-06-6
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2021
The quantity of what the sample constitutes: 5
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1013-506
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: security paving joint venture

Material Information

The concrete mix design number: 1419984
The truck number from where the sample was collected: 100770462
The batch plant ticket number from where the sample was collected: 29622840
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Rainbow Rd I 25 North Bound Post Mile 0.0 3.1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-05-06-6-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/12/2021
Date Tested: 05/11/2021
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:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 5
Test performed With no density determined
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.97 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 5.97 in
Average diameter of cylinder 4 5.97 in
Average diameter of cylinder 5 5.97 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Cross sectional area of cylinder 3 27.99 in^2
Cross sectional area of cylinder 4 27.99 in^2
Cross sectional area of cylinder 5 27.99 in^2
Compressive strength (to nearest 10 psi) 840 psi
Maximum load on cylinder 1 23750 lb
Maximum load on cylinder 2 23260 lb
Maximum load on cylinder 3 23530 lb
Maximum load on cylinder 4 23400 lb
Maximum load on cylinder 5 23830 lb
Compressive strength of cylinder 1 848.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 831.0 psi
Compressive strength of cylinder 3 840.7 psi
Compressive strength of cylinder 4 836 psi
Compressive strength of cylinder 5 851.4 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 5 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

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