DIME - Test Summary

Summary for Test 2022-08-29-25-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196
DIST-CO-RTE-PM	08-RIV-10-6.7/R25.1
Award Date	11/26/2019
Closeout Date	Not set
Work Description	Remove concrete pavement and base, and place HMA and JPCP
Location Description	ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level	1 (Verified on 01/09/2020)

Sample Taken Date	08/29/2022	Sample Unique Key	25
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	08/30/2022
Sample type	Quality Assurance	A brief description of the sample	concrete cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	Harrison	Last name of sampler or witnessed by	Kain
Title of sampler	QA Inspector	Telephone number of sampler
Laboratory sample identification	1012-73RR	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Coffman Specialties, Inc	Transportation Laboratory (TL) Number	73RR
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	1906-17
The truck number from where the sample was collected	62	The batch plant ticket number from where the sample was collected	8
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	I 10 Station 429.75 Main St On Ramp Loop	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-08-29-25

DIME Test ID: 2022-08-29-25-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2022-09-07

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Jose Guzman

Date of test: 09/05/2022

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

Average diameter of cylinder 1: 5.99 in

Average diameter of cylinder 2: 5.99 in

Maximum load on cylinder 1: 116775 lb

Maximum load on cylinder 2: 116415 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

Cross sectional area of cylinder 1: 28.18 in^2

Cross sectional area of cylinder 2: 28.18 in^2

Compressive strength of cylinder 1: 4143.9 psi

Compressive strength of cylinder 2: 4131.1 psi

Compressive strength (to nearest 10 psi): 4140 psi

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

Test was verified on 9/7/2022 ✔