DIME - Test Summary

Summary for Test 2023-06-26-80-2

Test performed: ASTM C39-10

Project Identifiers	Project ID: 993169 DEA: 050A0904 EFIS: 0513000028
DIST-CO-RTE-PM	05-MON-156-R1.4/R2.0
Award Date	12/14/2021
Closeout Date	Not set
Work Description	WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location Description	MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
QA Service Level	1 (Verified on 08/17/2021)

Sample Taken Date	06/26/2023	Sample Unique Key	80
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	06/27/2023
Sample type	Quality Assurance	A brief description of the sample	2 6" x 12" Cylinders
The quantity of what the sample constitutes	40 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Wesley	Last name of sampler or witnessed by	Rider
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Graniterock Salinas Batch	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	57-7-750
The truck number from where the sample was collected	2343	The batch plant ticket number from where the sample was collected	586071
Concrete batch plant	Salinas Batch Plant	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Chute discharge into wheel barrel	Where the material sample would have been placed if not sampled	T Girder end wall
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-06-26-80

DIME Test ID: 2023-06-26-80-2

Testing Lab: CT D05 - Monterey Construction Field Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-07-24

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Wesley Rider

Date of test: 07/24/2023

Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap

Average diameter of cylinder 1: 6.05 in

Average diameter of cylinder 2: 6.05 in

Maximum load on cylinder 1: 191870 lb

Maximum load on cylinder 2: 188480 lb

Type of fracture pattern of cylinder 1: 6

Type of fracture pattern of cylinder 2: 6

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

Cross sectional area of cylinder 1: 28.75 in^2

Cross sectional area of cylinder 2: 28.75 in^2

Compressive strength (to nearest 10 psi): 6620 psi

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

Test was verified on 7/24/2023 ✔