Print Report | Back to Test Summary

Testing Report for 2020-06-15-5-1

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

Project Information

DEA: 050N7AU4
EFIS: 0520000030
Project ID: 214756
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-1.4/4.8
Work Description: Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location Description: CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Taylor Merlo
Structure Rep.: Bernardo Hernandez

Sample Information

DIME Sample ID: 2020-06-15-5
TL Number from the TL Form: na
Sample Submitted By Organization: Forterra
Sample Organization Contact: 916-381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 6/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/16/2020
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 6x12 cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification: 6-15 Box
Structure unique identifier: 36-0000
Structure name: HWY 101 4A Carpinteria Project
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: NA
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant: Forterra Florin Rd
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: RCBC
From Lot No.: NA
Bag Lot No.: NA

Test Information

DIME Test ID: 2020-06-15-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/16/2020
Verified Date: 6/16/2020
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: Avg of the two 6x12 cylinders at approx 15 hours equals 3140 psi
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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: 6.00 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): 3140 psi
Maximum load on cylinder 1: 84855 lb
Maximum load on cylinder 2: 92405 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: 15 hours