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Sample Record for 2020-08-03-5


Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE Contractor Address: 400 Sunrise Ave. Ste. #300
Resident Engineer: Girmay Beyene Structure Rep.: Ha, Chau

Sample Information

DIME Sample ID: 2020-08-03-5
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: 209-249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2020
The quantity of what the sample constitutes: 2 6x12 Concrete Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Beach Lake Bridge

Material Information

The concrete mix design number: VER-75LV
The truck number from where the sample was collected: 1st
The batch plant ticket number from where the sample was collected: 256
Concrete batch plant: BP1
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 1st Truck, Bed 6
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2020-08-03-5-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 E. Lathrop Rd.
Test General Comments:
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 3620 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 100400 lb
Maximum load on cylinder 2 104300 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