DIME - Test Summary

Summary for Test 2022-02-23-13-1

Test performed: ASTM C39-17a

Project Identifiers	Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
DIST-CO-RTE-PM	04-ALA-84,680-17.9/21
Award Date	02/19/2021
Closeout Date	Not set
Work Description	ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description	ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level	1 (Verified on 11/04/2019)

Sample Taken Date	02/23/2022	Sample Unique Key	13
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	02/23/2022
Sample type	Quality Control	A brief description of the sample	4x8 concrete cylinders
The quantity of what the sample constitutes	Compressive Strength of Cylindrical Concrete Specimens 4x8	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Wilfredo	Last name of sampler or witnessed by	Bucaneg
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Rinker Materials	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	mix 5
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	2
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Besser Hopper	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-02-23-13

DIME Test ID: 2022-02-23-13-1

Testing Lab: Rinker Materials

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-05-16

Unit system used?: US Units

Number of specimens: 3

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Lucas Saephan

Date of test: 03/23/2022

Capped in accordance with?: ASTM C39 - Ground End

Average diameter of cylinder 1: 4.00 in

Average diameter of cylinder 2: 4.00 in

Average diameter of cylinder 3: 4.00 in

Maximum load on cylinder 1: 87140 lb

Maximum load on cylinder 2: 89030 lb

Maximum load on cylinder 3: 86120 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

Type of fracture pattern of cylinder 3: 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

Correction factor for cylinder 3: 1

Age of specimen: 28 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 12.57 in^2

Cross sectional area of cylinder 2: 12.57 in^2

Cross sectional area of cylinder 3: 12.57 in^2

Compressive strength (to nearest 10 psi): 6950 psi

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

Test was verified on 5/16/2023 ✔