DIME » All Projects » Project DEA: 060Q19A4 » Sample 2019-06-12-8 » View Test Details

Summary for Test 2019-06-12-8-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213763
DEA: 060Q19A4
EFIS: 0613000152
DIST-CO-RTE-PM06-KER-58-R99.0/R100.3
Award Date02/04/2019
Closeout Date10/22/2021
Work DescriptionWIDEN SHOULDERS AND REPLACE BRIDGES
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
QA Service Level1 (Verified on 01/09/2019)

Sample Information

Sample Taken Date06/12/2019 Sample Unique Key8
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 testing06/14/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes5 From where was the sample collectedJob Site
First name of sampler or witnessed bySam Last name of sampler or witnessed bymohdankir
Title of samplerASR Telephone number of sampler
Laboratory sample identification994-612A Linked DIME Sample ID
The fabricator/manufacturer/facility nameHOLIDAY ROCK Transportation Laboratory (TL) Number612A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePrequalification pour at Holiday Rock Readymix plant Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number3h40x005
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collected1081413
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplegraite
A detailed description of where the material sample was collectedPrequalification pour at Holiday Rock Readymix plant Where the material sample would have been placed if not sampledPrequalification pour at Holiday Rock Readymix plant
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-06-12-8
DIME Test ID: 2019-06-12-8-1
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: 2019-07-12

Test Results


Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: EJ
Date of test: 07/10/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.02 in
Maximum load on cylinder 1: 119095 lb
Maximum load on cylinder 2: 118065 lb
Maximum load on cylinder 3: 118770 lb
Maximum load on cylinder 4: 122975 lb
Maximum load on cylinder 5: 118740 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Compressive strength of cylinder 1: 4197.9 psi
Compressive strength of cylinder 2: 4161.6 psi
Compressive strength of cylinder 3: 4173.2 psi
Compressive strength of cylinder 4: 4321.0 psi
Compressive strength of cylinder 5: 4172.2 psi
Compressive strength (to nearest 10 psi): 4210 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/12/2019 ✔