DIME - Test Summary

Summary for Test 2021-09-07-23-5

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214321 DEA: 012982U4 EFIS: 0118000125
DIST-CO-RTE-PM	01-LAK-29,175-28.5/31.6,8.2/8.5
Award Date	11/07/2019
Closeout Date	Not set
Work Description	CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING.
Location Description	LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29
QA Service Level	1 (Verified on 08/19/2019)

Sample Taken Date	09/07/2021	Sample Unique Key	23
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	09/07/2021
Sample type	Quality Control	A brief description of the sample	Concrete
The quantity of what the sample constitutes	100 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jose	Last name of sampler or witnessed by	Murillo
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Point Lakeview Rock and Redi-Mix	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	3670538FS
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	83935
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Retaining Wall 121	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-09-07-23

DIME Test ID: 2021-09-07-23-5

Testing Lab: RMA Group - Rancho Cordova

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

Test Release Date: 2022-04-13

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Todd Strait

Date of test: 10/05/2021

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Average diameter of cylinder 1: 6.02 in

Average diameter of cylinder 2: 6.02 in

Maximum load on cylinder 1: 163820 lb

Maximum load on cylinder 2: 146780 lb

Type of fracture pattern of cylinder 1: 5

Type of fracture pattern of cylinder 2: 5

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: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.46 in^2

Cross sectional area of cylinder 2: 28.46 in^2

Compressive strength (to nearest 10 psi): 5460 psi

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

Test was verified on 4/13/2022 ✔