DIME - Test Summary

Summary for Test 2022-08-31-36-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 214663 DEA: 081F7304 EFIS: 0815000034
DIST-CO-RTE-PM	08-SBD-215-2.7
Award Date	Not set
Closeout Date	Not set
Work Description	REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description	SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level	1 (Verified on 02/24/2021)

Sample Taken Date	08/31/2022	Sample Unique Key	36
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	09/09/2022
Sample type	Quality Control	A brief description of the sample	4x8
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	Tycos	Last name of sampler or witnessed by	DeLaney
Title of sampler	Kleinfelder ASR	Telephone number of sampler
Laboratory sample identification	1037-2	Linked DIME Sample ID	2022-08-31-36
The fabricator/manufacturer/facility name	Cemex	Transportation Laboratory (TL) Number	1
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	1610974
The truck number from where the sample was collected	10070827	The batch plant ticket number from where the sample was collected	42028260
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Retaining Wall RW 103	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-08-31-36

DIME Test ID: 2022-08-31-36-1

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: 2022-09-14

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Jose Mendez

Date of test: 09/14/2022

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

Average diameter of cylinder 1: 4.00 in

Average diameter of cylinder 2: 4.02 in

Maximum load on cylinder 1: 62855 lb

Maximum load on cylinder 2: 66240 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

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: 14 days

Cross sectional area of cylinder 1: 12.57 in^2

Cross sectional area of cylinder 2: 12.69 in^2

Compressive strength of cylinder 1: 5000.4 psi

Compressive strength of cylinder 2: 5219.9 psi

Compressive strength (to nearest 10 psi): 5110 psi

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

Test was verified on 9/14/2022 ✔