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Sample Record for 2020-07-27-4

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

Project Information

Project ID: 214581 DEA: 010E7304 EFIS: 0115000004 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29-17.7/20.7
Work Description: ROADWAY EXCAVATION, PLACE RHMA AND HMA(TYPE A).
Location Description: LAKE COUNTY AT LOWER LAKE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF C STREET TO 0.1 MILE NORTH OF BELL PARK AVENUE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-27-4
TL Number from the TL Form:
Sample Submitted By Organization: Forterra
Sample Organization Contact: 916-381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2020
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 7-27 a and b
Structure unique identifier: 17-0000
Structure name: Route 29 Lower Lake
The fabricator/manufacturer/facility name: Forterra Pipe and Precast Florin Rd

Material Information

The concrete mix design number: 5H
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant: Forterra Pipe and Precast
The fabricator/manufacturer designation for the sample: Batch
A detailed description of where the material sample was collected: conveyor belt
Where the material sample would have been placed if not sampled: Box Culvert
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2020-07-27-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/28/2020
Date Tested: 07/28/2020
Submitted By Organization: Forterra
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@forterrabp.com
Organization Phone: 916-381-3910
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C1231
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 2880 psi
Maximum load on cylinder 1 82110 lb
Maximum load on cylinder 2 80490 lb
Type of fracture pattern of cylinder 1 2
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 1
Age of specimen 1 days
Age of specimen in hours 22 hours

Test 2 of 2

DIME Test ID: 2020-07-27-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Forterra
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@forterrabp.com
Organization Phone: 916-381-3910
Data has not been verified.

Tests Assigned to this Sample

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