DIME - Test Summary

Summary for Test 2023-04-12-21-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	04/12/2023	Sample Unique Key	21
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	04/14/2023
Sample type	Quality Assurance	A brief description of the sample	6x12
The quantity of what the sample constitutes	8	From where was the sample collected	Job Site
First name of sampler or witnessed by	FRANCISCO	Last name of sampler or witnessed by	RUVALCABA
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	1015-412A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Lane Security Paving Joint Venture	Transportation Laboratory (TL) Number	412A
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	1610974
The truck number from where the sample was collected	10067792	The batch plant ticket number from where the sample was collected	30690585
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	RTE 10 4TH ST APPROACH SLAB WB 10 MEDIAN STA 127849	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-04-12-21

DIME Test ID: 2023-04-12-21-1

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: 2023-05-11

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: 04/22/2023

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 5.99 in

Maximum load on cylinder 1: 105285 lb

Maximum load on cylinder 2: 106100 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 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

Age of specimen: 10 days

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.18 in^2

Compressive strength of cylinder 1: 3724.3 psi

Compressive strength of cylinder 2: 3765.1 psi

Compressive strength (to nearest 10 psi): 3740 psi

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

Test was verified on 5/11/2023 ✔