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Sample Record for 2017-11-02-1

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

Project Information

Project ID: 211616 DEA: 050G0404 EFIS: 0500020020 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work Description: ROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location Description: SAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Andrew Borrelli Structure Rep.: Garret Hilton

Sample Information

DIME Sample ID: 2017-11-02-1
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: Verification
Type of Material: Concrete
Sample Taken Date: 11/02/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 3.58CY in Girder G22
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: Br No 49 0164L
Structure name: N San Miguel UC Widen
The fabricator/manufacturer/facility name: OLDCASTLE PRECAST PERRIS

Material Information

The concrete mix design number: UV-273
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 56989
Concrete batch plant: Onsite
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Casting Bed A2
Where the material sample would have been placed if not sampled: Casting Bed A2 Girder G22
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2017-11-02-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/09/2017
Date Tested: 11/09/2017
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 6.01 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 8070 psi
Maximum load on cylinder 1 228290 lb
Maximum load on cylinder 2 228680 lb
Compressive strength of cylinder 1 8046.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 8089.1 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 7 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.