Print Report | Back to Sample Detail

Sample Record for 2017-10-04-6

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

Project Information

Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R17.1/R19.2
Work Description: REALIGN SECTION OF STATE ROUTE 138
Location Description: Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Amgad Benjamin Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2017-10-04-6
TL Number from the TL Form: 20171004-C
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: 10/04/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Job Site
Laboratory sample identification: 955-04C
Structure unique identifier: Double Drain Creek Bridge
Structure name: Double Drain Creek Bridge
The fabricator/manufacturer/facility name: Robertsons Lucern Valley

Material Information

The concrete mix design number: RRM16065
The truck number from where the sample was collected: 1713
The batch plant ticket number from where the sample was collected: 2872488
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: chute
Where the material sample would have been placed if not sampled: Double Drain Creek Bridge 2nd Deck pour
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2017-10-04-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/01/2017
Date Tested: 11/01/2017
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) 5190 psi
Maximum load on cylinder 1 143590 lb
Maximum load on cylinder 2 150100 lb
Compressive strength of cylinder 1 5079.2 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5309.5 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 no data
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.