DIME - Test Summary

Summary for Test 2021-09-27-30-4

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 212896 DEA: 04160304 EFIS: 0400000429
DIST-CO-RTE-PM	04-ALA-84-13.1/13.5
Award Date	12/15/2020
Closeout Date	Not set
Work Description	NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description	IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level	1 (Verified on 09/16/2019)

Sample Taken Date	09/27/2021	Sample Unique Key	30
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	09/27/2021
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	Supplier
First name of sampler or witnessed by	Bret	Last name of sampler or witnessed by	Urias
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Central Ready 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	D10115E1
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	18268875
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Pier 5 at pile cutoff up 8FT	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-09-27-30

DIME Test ID: 2021-09-27-30-4

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: 10/25/2021

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

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 147020 lb

Maximum load on cylinder 2: 152030 lb

Type of fracture pattern of cylinder 1: 5

Type of fracture pattern of cylinder 2: 3

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: 28.27 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength (to nearest 10 psi): 5280 psi

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

Test was verified on 4/13/2022 ✔