Summary for Test 2018-11-19-4-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212956
DEA: 080R3404
EFIS: 0812000072
DIST-CO-RTE-PM08-SBD-38-30.9
Award Date03/06/2018
Closeout Date09/30/2019
Work DescriptionBRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS
Location DescriptionSAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM
QA Service Level1 (Verified on 05/09/2018)

Sample Information

Sample Taken Date11/19/2018 Sample Unique Key4
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 testing11/20/2018
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 bysilvia Last name of sampler or witnessed byStracner
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification988-1119 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSON LUCERNE Transportation Laboratory (TL) Number20181119
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierBIRDGE OVERHANG AND ST 70 BARRIER
Structure nameBIRDGE OVERHANG AND ST 70 BARRIER

Material Information

Material TypeConcrete The concrete mix design numberRRM18066
The truck number from where the sample was collected1169 The batch plant ticket number from where the sample was collected3097203
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleRSB GROUP INC
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledBIRDGE OVERHANG AND ST 70 BARRIER
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-11-19-4
DIME Test ID: 2018-11-19-4-1
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: 2018-12-26

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: 12/17/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 225920 lb
Maximum load on cylinder 2: 220540 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7991.5 psi
Compressive strength of cylinder 2: 7801.2 psi
Compressive strength (to nearest 10 psi): 7900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/19/2018