DIME - Test Summary

Summary for Test 2023-03-17-33-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 993848 DEA: 081N0704 EFIS: 0822000087
DIST-CO-RTE-PM	08-SBD-40-R140.8/R148.5
Award Date	09/08/2022
Closeout Date	Not set
Work Description	GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW
Location Description	SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD
QA Service Level	1 (Verified on 06/23/2023)

Sample Taken Date	03/17/2023	Sample Unique Key	33
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	03/23/2023
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	Amber	Last name of sampler or witnessed by	Christian
Title of sampler	ASR	Telephone number of sampler
Laboratory sample identification	1048-317	Linked DIME Sample ID
The fabricator/manufacturer/facility name	cemex	Transportation Laboratory (TL) Number	081N070420230317
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	monument sign

Material Type	Concrete	The concrete mix design number	1619144
The truck number from where the sample was collected	310069791	The batch plant ticket number from where the sample was collected	4450148
Concrete batch plant	cemex	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	FOOTING AND PEDESTAL	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-03-17-33

DIME Test ID: 2023-03-17-33-1

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: 2023-03-24

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matthew Clayton

Date of test: 03/24/2023

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

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 5.99 in

Maximum load on cylinder 1: 114060 lb

Maximum load on cylinder 2: 120340 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: 28.27 in^2

Cross sectional area of cylinder 2: 28.18 in^2

Compressive strength of cylinder 1: 4034.7 psi

Compressive strength of cylinder 2: 4270.4 psi

Compressive strength (to nearest 10 psi): 4150 psi

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

Test was verified on 3/24/2023 ✔