DIME - Test Summary

Summary for Test 2023-09-29-52-6

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
DIST-CO-RTE-PM	01-HUM-299-30.7/33.4
Award Date	11/23/2022
Closeout Date	Not set
Work Description	Project Name: HUM-299 Curve Improvement
Location Description	HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level	1 (Verified on 07/29/2022)

Sample Taken Date	09/29/2023	Sample Unique Key	52
Date that the sample was received by the laboratory/organization performing the testing	09/30/2023	Sample type	Quality Control
A brief description of the sample	4x8 cylinders	The quantity of what the sample constitutes	60 cy
From where was the sample collected	Job Site	First name of sampler or witnessed by	Dave
Last name of sampler or witnessed by	Gonzales	Title of sampler	special inspector
Telephone number of sampler	707-599-5169	Laboratory sample identification	C8937
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Eureka Ready mix
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	Hwy 299 Soldier Pile Wall
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	E675WRF
The truck number from where the sample was collected	282	The batch plant ticket number from where the sample was collected	32477
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete sample from wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-09-29-52

DIME Test ID: 2023-09-29-52-6

Testing Lab: SHN Engineers & Geologists, Incorporated

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2023-11-08

Unit system used?: US Units

Number of specimens: 1

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Dave Gonzales

Date of test: 10/06/2023

Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap

Average diameter of cylinder 1: 4.00 in

Maximum load on cylinder 1: 41720 lb

Type of fracture pattern of cylinder 1: 2

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1.00

Age of specimen: 7 days

Age of specimen in hours: 0 hours

Compressive strength of cylinder (to nearest 10 psi): 3320 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/8/2023 ✔