DIME - Test Summary

Summary for Test 2019-10-12-3-2

Test performed: ASTM C39-10

Project Identifiers	Project ID: 212827 DEA: 07296404 EFIS: 0713000031
DIST-CO-RTE-PM	07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0
Award Date	01/18/2018
Closeout Date	09/03/2020
Work Description	PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/14/2019)

Sample Taken Date	10/12/2019	Sample Unique Key	3
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	10/14/2019
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	4	From where was the sample collected	Job Site
First name of sampler or witnessed by	Zafar	Last name of sampler or witnessed by	Inam
Title of sampler	ASR	Telephone number of sampler
Laboratory sample identification	1006-54	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Associated Ready Mixed Concrete	Transportation Laboratory (TL) Number	136454
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	CB 4 60 SD BARRIER

Material Type	Concrete	The concrete mix design number	556300
The truck number from where the sample was collected	NA	The batch plant ticket number from where the sample was collected	NA
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	NA
A detailed description of where the material sample was collected	Chute	Where the material sample would have been placed if not sampled	CB 4 60 SD BARRIER
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-10-12-3

DIME Test ID: 2019-10-12-3-2

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2019-11-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matthew Clayton

Date of test: 11/09/2019

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 5.91 in

Average diameter of cylinder 2: 5.89 in

Maximum load on cylinder 1: 138990 lb

Maximum load on cylinder 2: 147290 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

Comment on any defect in either specimen or caps (Max 250 Characters): Samples disturbed during curing. Strengths not representative.

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Cross sectional area of cylinder 1: 27.43 in^2

Cross sectional area of cylinder 2: 27.25 in^2

Compressive strength of cylinder 1: 5067.1 psi

Compressive strength of cylinder 2: 5405.1 psi

Compressive strength (to nearest 10 psi): 5240 psi

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

Test was verified on 11/21/2019 ✔