DIME - Test Summary

Summary for Test 2019-09-17-2-5

Test performed: ASTM A775-07b-re14

Project Identifiers	Project ID: 214017 DEA: 010J5904 EFIS: 0119000058
DIST-CO-RTE-PM	01-DN-VAR-VAR
Award Date	02/06/2019
Closeout Date	04/12/2021
Work Description	Repair Roadway and Culvert
Location Description	In Del Norte County at Various Locations
QA Service Level	1 (Verified on 04/12/2019)

Sample Taken Date	09/17/2019	Sample Unique Key	2
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	09/17/2019
Sample type	Quality Assurance	A brief description of the sample	Dayton D158B #6 36" epoxy coated headed bar
The quantity of what the sample constitutes	70	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Jane	Last name of sampler or witnessed by	Jane Lillard
Title of sampler	Caltrans QA	Telephone number of sampler	916-308-9430
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Precon	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	S52-020-19	Structure unique identifier
Structure name	Ritmer Creek Culvert Replacement

Material Type	SMTL TM5 - Headed Bars	Production or Authorization Testing	Production Testing
Rebar Heat Number(s)	3100003685	Head Manufacturer Lot Number(s)	310000368520
Rebar Size	6	Headed Bar Model Name	D158B
Size of Head	Full Size - 9x	Head Connection Type
Head Shape	Circular	Rebar Manufacturer	Dayton
Head Manufacturer	Dayton	Head Fabricator	Dayton
Material Standard Code	ASTM A615	Headed Bar Unique ID	Not set

DIME Sample ID: 2019-09-17-2

DIME Test ID: 2019-09-17-2-5

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)

Test Release Date: 2019-09-19

Input Type: Measured

Tester's full name: Fred Saylor

Date of test: 09/19/2019

Lower spec. limit LSL: 7

Upper spec. limit USL: 16

Bar # for First Bar: 1

Bar # for Second Bar: 2

First Bar Side 1 mean value: 7.13

First Bar Side 2 mean value: 10.9

Second Bar Side 1 mean value: 8.43

Second Bar Side 2 mean value: 9.46

First Bar Mean: 9.02

Second Bar Mean: 8.95

Total mean value: 8.98

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

Test was verified on 9/19/2019 ✔