Print Report | Back to Sample Detail

Sample Record for 2016-08-09-7

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

Project Information

Project ID: 210244 DEA: 05492804 EFIS: 0500000576 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-1-64.0/R66.9
Work Description: CONSTRUCT BRIDGES AND REALIGN TWO LANE HIGHWAY.
Location Description: SAN LUIS OBISPO COUNTY ABOUT 9 MILES NORTH OF SAN SIMEON FROM PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE
Contractor Name: PAPICH CONSTRUCTION CO. INC
Contractor Address: PO BOX 2210, PISMO BEACH, CA 93448
Resident Engineer: Rick Silva Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2016-08-09-7
TL Number from the TL Form: 005
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: 08/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2016
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: 941
Structure unique identifier: NP
Structure name: NP
The fabricator/manufacturer/facility name: OLDCASTEL PRECAST

Material Information

The concrete mix design number: UV 273
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 53423
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: CASTING BED A2 G12 3
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-08-09-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/17/2016
Date Tested: 08/16/2016
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 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 8530 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 8593.9 psi
Compressive strength of cylinder 2 8458.9 psi
Maximum load on cylinder 1 243810 lb
Maximum load on cylinder 2 239980 lb
Type of fracture pattern of cylinder 1 2
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 no data
Age of specimen 7 days

Tests Assigned to this Sample

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