DIME - Test Summary

Summary for Test 2015-12-22-13-1

Test performed: ASTM C39-17a

Project Identifiers	Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176
DIST-CO-RTE-PM	08-SBD-40-R94.7/R99.7
Award Date	01/22/2015
Closeout Date	09/17/2018
Work Description	BRIDGE REPLACEMENTS.
Location Description	SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
QA Service Level	1 (Verified on 04/29/2015)

Sample Taken Date	12/22/2015	Sample Unique Key	13
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	12/24/2015
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	JAY	Last name of sampler or witnessed by	A
Title of sampler	Assistant Structure Representative	Telephone number of sampler	Unknown
Laboratory sample identification	907-C15	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	ROBERTSONS	Transportation Laboratory (TL) Number	C122215
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	RRM15025
The truck number from where the sample was collected	1190	The batch plant ticket number from where the sample was collected	1309433
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	BATCH PLANT
A detailed description of where the material sample was collected	WHEELBARROW LOAD 1	Where the material sample would have been placed if not sampled	PIER 5 BENT CAP DROP
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2015-12-22-13

DIME Test ID: 2015-12-22-13-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2016-01-04

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: 01/01/2016

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 5.96 in

Average diameter of cylinder 2: 5.96 in

Maximum load on cylinder 1: 125900 lb

Maximum load on cylinder 2: 122440 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 1

Comment on any defect in either specimen or caps (Max 250 Characters):

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: no data

Age of specimen: 13 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 27.9 in^2

Cross sectional area of cylinder 2: 27.9 in^2

Compressive strength of cylinder 1: 4512.5 psi

Compressive strength of cylinder 2: 4388.5 psi

Compressive strength (to nearest 10 psi): 4450 psi

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

Test was verified on 1/4/2016 ✔