DIME - Test Summary

Summary for Test 2021-03-22-16-2

Test performed: ASTM C39-18

Project Identifiers	Project ID: 214422 DEA: 040J6424 EFIS: 0414000476
DIST-CO-RTE-PM	04-SON-101-32.8/R54.2
Award Date	12/24/2019
Closeout Date	Not set
Work Description	CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location Description	SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
QA Service Level	1 (Verified on 09/23/2019)

Sample Taken Date	03/22/2021	Sample Unique Key	16
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	03/22/2021
Sample type	Quality Control	A brief description of the sample	SCC concrete
The quantity of what the sample constitutes	2.8 CY	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Avery	Last name of sampler or witnessed by	Flores
Title of sampler	Quality Control Manager	Telephone number of sampler	(925) 525-8562
Laboratory sample identification	21055	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Oldcastle Infrastructure	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	04-son-101-32.8/R54.2
Structure name	State Hwy in Sonoma County 101/128 Separation

Material Type	Concrete	The concrete mix design number	54
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	90353
Concrete batch plant	Oldcastle Infrastructure	The fabricator/manufacturer designation for the sample	Mix No. 54
A detailed description of where the material sample was collected	Travelling Bucket	Where the material sample would have been placed if not sampled	RBC
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-03-22-16

DIME Test ID: 2021-03-22-16-2

Testing Lab: Oldcastle Precast, Incorporated - Pleasanton

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2021-04-12

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Avery Flores

Date of test: 03/29/2021

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Capped in accordance with?: ASTM C1231

Maximum load on cylinder 1: 185100 lb

Maximum load on cylinder 2: 178700 lb

Type of fracture pattern of cylinder 1: 4

Type of fracture pattern of cylinder 2: 4

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

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 6440 psi

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

Test was verified on 4/12/2021 ✔