DIME - Test Summary

Summary for Test 2023-07-18-7-1

Test performed: ASTM A775-19

Project Identifiers	Project ID: 212720 DEA: 07291404 EFIS: 0712000094
DIST-CO-RTE-PM	07-LA-1-55-58
Award Date	02/18/2021
Closeout Date	Not set
Work Description	TRANCAS CREEK BRIDGE REPLACEMENT
Location Description	IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level	1 (Verified on 04/02/2021)

Sample Taken Date	07/18/2023	Sample Unique Key	7
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	08/30/2023
Sample type	Quality Assurance	A brief description of the sample	ASTM A706 gr 60 epoxy coated ASTM A775
The quantity of what the sample constitutes	85 bars	From where was the sample collected	Job Site
First name of sampler or witnessed by	Henry	Last name of sampler or witnessed by	Arredondo
Title of sampler	CALTRANS METS QA INSPECTOR	Telephone number of sampler	5623329603
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	CMC Rebar San Bernardino	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	L166-067-23	Structure unique identifier
Structure name

Material Type	SMTL TM7 - Epoxy Coated Rebar	Rebar Heat Number(s)	4116723
Rebar Epoxy Batch Number(s)	A220196	Rebar Coating Specification	ASTM A775
Rebar Size (#)	5	Rebar Coating Color	Green
Rebar Manufacturer	CMC Steel AZ	Rebar Coater	CMC Rebar San Bernardino
Rebar Powder Manufacturer	IFS Coatings	Release Number
Quality Assurance Code

DIME Sample ID: 2023-07-18-7

DIME Test ID: 2023-07-18-7-1

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)

Test Release Date: 2023-09-12

Input Type: Measured

Tester's full name: Andrew Auvinen

Date of test: 09/06/2023

Lower spec. limit LSL: 7

Upper spec. limit USL: 12

Bar # for First Bar: 5

Bar # for Second Bar: 5

First Bar Side 1 mean value: 7.56

First Bar Side 2 mean value: 7.72

Second Bar Side 1 mean value: 8.74

Second Bar Side 2 mean value: 8.43

First Bar Mean: 7.64

Second Bar Mean: 8.59

Total mean value: 8.11

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

Test was verified on 9/12/2023 ✔