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Sample Record for 2019-09-20-3

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

Project Information

Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-87.3/R91.5
Work Description: PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location Description: MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Contractor Name: Granite Rock Company
Contractor Address: 411 Walker Street, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2019-09-20-3
TL Number from the TL Form: TL502
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Control Sample
Type of Material: Concrete
Sample Taken Date: 09/20/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 3-28-1 of 2, 3-28- 2 of 2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pro-cast Prodcuts Inc

Material Information

The concrete mix design number: RRM14062
The truck number from where the sample was collected: LOAD 2
The batch plant ticket number from where the sample was collected: 4854095
Concrete batch plant: Robertsons Ready Mix Redlands CA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: sampled from revolving drum trcuk into a wheelbarrow
Where the material sample would have been placed if not sampled: unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2019-09-20-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/18/2019
Date Tested: 10/18/2019
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 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5810 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5702.4 psi
Compressive strength of cylinder 2 5917.1 psi
Maximum load on cylinder 1 162290 lb
Maximum load on cylinder 2 168400 lb
Type of fracture pattern of cylinder 1 1
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.