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Summary for Test 2021-03-31-5-1

Test performed: ASTM C39-17a

Project Information

Project Identifiers	Project ID: 214873 DEA: 010F3104 EFIS: 0115000108
DIST-CO-RTE-PM	01-DN-101-39.8
Award Date	05/28/2020
Closeout Date	10/07/2022
Work Description	REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location Description	DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
QA Service Level	1 (Verified on 06/04/2020)

Sample Information

Sample Taken Date	03/31/2021	Sample Unique Key	5
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	04/02/2021
Sample type	Quality Assurance	A brief description of the sample	3x6 UHPC Cylinders
The quantity of what the sample constitutes	25 Cylinders	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Uchenna	Last name of sampler or witnessed by	Nwogu
Title of sampler	LaFarge Rep	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Unknown	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	UHPC Keyway between box girder K and L

Material Information

Material Type	Concrete	The concrete mix design number	Ductal JS1000
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	Unknown
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Unknown	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

Test Details

DIME Sample ID: 2021-03-31-5

DIME Test ID: 2021-03-31-5-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

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

Test Release Date: 2021-04-04

Test Results

Unit system used?: US Units

Number of specimens: 5

Test performed: With no density determined

Input Type: Measured

Tester's full name: Mike Mullins

Date of test: 04/04/2021

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 3.00 in

Average diameter of cylinder 2: 3.00 in

Average diameter of cylinder 3: 3.00 in

Average diameter of cylinder 4: 3.00 in

Average diameter of cylinder 5: 3.00 in

Maximum load on cylinder 1: 105583 lb

Maximum load on cylinder 2: 122427 lb

Maximum load on cylinder 3: 80759 lb

Maximum load on cylinder 4: 113281 lb

Maximum load on cylinder 5: 126684 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

Type of fracture pattern of cylinder 3: 1

Type of fracture pattern of cylinder 4: 1

Type of fracture pattern of cylinder 5: 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

Correction factor for cylinder 3: 1

Correction factor for cylinder 4: 1

Correction factor for cylinder 5: 1

Age of specimen: 4 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 7.07 in^2

Cross sectional area of cylinder 2: 7.07 in^2

Cross sectional area of cylinder 3: 7.07 in^2

Cross sectional area of cylinder 4: 7.07 in^2

Cross sectional area of cylinder 5: 7.07 in^2

Compressive strength of cylinder 1: 14933.9 psi

Compressive strength of cylinder 2: 17316.4 psi

Compressive strength of cylinder 3: 11422.8 psi

Compressive strength of cylinder 4: 16022.8 psi

Compressive strength of cylinder 5: 17918.5 psi

Compressive strength (to nearest 10 psi): 15520 psi

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

Test was verified on 4/4/2021 ✔