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

Sample Record for 2017-11-02-1


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
Resident Engineer: Andrew Borrelli Structure Rep.: Hilton, Garret

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

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
Test General Comments:
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