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Sample Record for 2020-07-28-30

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: 2020-07-28-30
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: 07/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2020
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: 7-28 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: 2020-07-28-30-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/10/2020
Date Tested: 07/29/2020
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) 3080 psi
Maximum load on cylinder 1 87280 lb
Maximum load on cylinder 2 86590 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 24 hours

Test 2 of 2

DIME Test ID: 2020-07-28-30-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/10/2020
Date Tested: 08/04/2020
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) 5290 psi
Maximum load on cylinder 1 146195 lb
Maximum load on cylinder 2 152670 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 7 days
Age of specimen in hours 168 hours

Tests Assigned to this Sample

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