Summary for Test 2019-10-15-14-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213651
DEA: 08388524
EFIS: 0812000124
DIST-CO-RTE-PM08-SBD-330-32.3/32.6,33.4/33.8
Award Date11/28/2018
Closeout Date10/23/2020
Work DescriptionREPLACE BRIDGE RAILS AND APPROACH RAILS.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE
QA Service Level1 (Verified on 02/04/2019)

Sample Information

Sample Taken Date10/15/2019 Sample Unique Key14
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 testing10/16/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed bysoroush Last name of sampler or witnessed bymavandadi
Title of samplerASR Telephone number of sampler
Laboratory sample identification998-15 Linked DIME Sample ID
The fabricator/manufacturer/facility nameROBERTSONS REDLAND Transportation Laboratory (TL) Number20191015
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameEast fork city creek Br, stage 2

Material Information

Material TypeConcrete The concrete mix design numberrrm19036
The truck number from where the sample was collected1976 The batch plant ticket number from where the sample was collected4967362
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleO DONNELL CONSTRUCTION
A detailed description of where the material sample was collected4 cy Where the material sample would have been placed if not sampledEast fork city creek Br stage 2
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-10-15-14
DIME Test ID: 2019-10-15-14-1
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: 2019-11-26

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 11/12/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 145630 lb
Maximum load on cylinder 2: 138380 lb
Type of fracture pattern of cylinder 1: 2
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
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 5099.1 psi
Compressive strength of cylinder 2: 4845.2 psi
Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/26/2019