DIME - Test Summary

Summary for Test 2023-09-14-45-1

Test performed: ASTM C39-21

Project Identifiers	Project ID: 993526 DEA: 07301704 EFIS: 0714000033
DIST-CO-RTE-PM	07-LA-210,605-R33.6/R36.5,25.7/26.0
Award Date	Not set
Closeout Date	Not set
Work Description	SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM.
Location Description	LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2
QA Service Level	1 (Verified on 04/19/2022)

Sample Taken Date	09/14/2023	Sample Unique Key	45
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	09/19/2023
Sample type	Quality Assurance	A brief description of the sample	Concrete Cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	Nelson	Last name of sampler or witnessed by	Periera
Title of sampler	SR	Telephone number of sampler
Laboratory sample identification	1054-914	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Gunner Concrete	Transportation Laboratory (TL) Number	1054-914
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	44
The truck number from where the sample was collected	70	The batch plant ticket number from where the sample was collected	75
Concrete batch plant	Gunner Concrete	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Slope paving. Location 6 between sta 192.95 to 193.90	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-09-14-45

DIME Test ID: 2023-09-14-45-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-10-11

Unit system used?: US Units

Number of specimens: 3

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matthew Clayton

Date of test: 09/21/2023

Apparent mass of submerged cylinder 1: 0 lb

Average diameter of cylinder 1: 4.00 in

Average diameter of cylinder 2: 4.01 in

Average diameter of cylinder 3: 4.00 in

Maximum load on cylinder 1: 30380 lb

Maximum load on cylinder 2: 31660 lb

Maximum load on cylinder 3: 29380 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

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1.00

Correction factor for cylinder 2: 1.00

Correction factor for cylinder 3: 1.00

Age of specimen: 7 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 12.57 in^2

Cross sectional area of cylinder 2: 12.63 in^2

Cross sectional area of cylinder 3: 12.57 in^2

Compressive strength of cylinder 1: 2420.0 psi

Compressive strength of cylinder 2: 2510.0 psi

Compressive strength of cylinder 3: 2340 psi

Compressive strength (to nearest 10 psi): 2420 psi

Serial number of delivery ticket, if available: no data

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

Test was verified on 10/11/2023 ✔