Summary for Test 2019-08-24-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date08/24/2019 Sample Unique Key3
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 testing08/26/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byIvan Last name of sampler or witnessed byLopez
Title of samplerRMA Field test Telephone number of sampler
Laboratory sample identification999-824A Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Transportation Laboratory (TL) Number824A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameEB ROUNTE 60 LANE 2 WEST OF RUBIDOUX BLV 488 00 900 FT

Material Information

Material TypeConcrete The concrete mix design numberCMAX 30 RAM
The truck number from where the sample was collected6 The batch plant ticket number from where the sample was collectedNA
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleJMECI
A detailed description of where the material sample was collectedSET 1 Where the material sample would have been placed if not sampledEB ROUNTE 60 LANE 2 WEST OF RUBIDOUX BLV 488 00 900 FT
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-08-24-3
DIME Test ID: 2019-08-24-3-1
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: 2019-09-06

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 08/31/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 26800 lb
Maximum load on cylinder 2: 24570 lb
Maximum load on cylinder 3: 26060 lb
Maximum load on cylinder 4: 25060 lb
Maximum load on cylinder 5: 25300 lb
Maximum load on cylinder 6: 25210 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 944.7 psi
Compressive strength of cylinder 2: 869.1 psi
Compressive strength of cylinder 3: 921.8 psi
Compressive strength of cylinder 4: 880.5 psi
Compressive strength of cylinder 5: 894.9 psi
Compressive strength of cylinder 6: 891.8 psi
Compressive strength (to nearest 10 psi): 900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/6/2019