Test 2019-09-26-13-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 213595
DEA: 044G8804
EFIS: 0413000058
DIST-CO-RTE-PM04-ALA-880-10.7
Work DescriptionSEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL
Location DescriptionALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE.
Sample Information
Sample Taken Date9/26/2019 Sample Unique Key13
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 testing10/9/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutestwo From where was the sample collectedJob Site
First name of sampler or witnessed byvincent Last name of sampler or witnessed bytang
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namejobsite Transportation Laboratory (TL) Number197214
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number000000
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected0000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJobsite Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-09-26-13
DIME Test ID: 2019-09-26-13-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-10-24
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK
Date of test: 10/24/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 197980 lb
Maximum load on cylinder 2: 198802 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.26 in^2
Cross sectional area of cylinder 2: 28.35 in^2
Compressive strength of cylinder 1: 7005.7 psi
Compressive strength of cylinder 2: 7012.4 psi
Compressive strength (to nearest 10 psi):7010 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 10/24/2019