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Sample Record for 2018-10-10-7

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

Project Information

Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Ames Construction
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Ravinder Singh

Sample Information

DIME Sample ID: 2018-10-10-7
TL Number from the TL Form: 1B
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: 10/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 934-1B
Structure unique identifier: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
Structure name: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
The fabricator/manufacturer/facility name: ROBERTSON LUCERNE

Material Information

The concrete mix design number: S1T172A
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ames
A detailed description of where the material sample was collected: LOAD 34
Where the material sample would have been placed if not sampled: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2018-10-10-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2018
Date Tested: 11/07/2018
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
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5830 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 6165.7 psi
Compressive strength of cylinder 2 5492.2 psi
Maximum load on cylinder 1 174920 lb
Maximum load on cylinder 2 155265 lb
Type of fracture pattern of cylinder 1 3
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

Tests Assigned to this Sample

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