Summary for Test 2019-06-12-6-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213396
DEA: 060Q1804
EFIS: 0613000145
DIST-CO-RTE-PM06-KER-58-R94.2
Award Date12/19/2018
Closeout Date10/15/2020
Work DescriptionTO INSTALL BRIDGE RAILING AND MIDWEST GUARDRAIL SYSTEM.
Location DescriptionKERN COUNTY IN TEHACHAPI AT SUMMIT OVERHEAD
QA Service Level1 (Verified on 06/05/2018)

Sample Information

Sample Taken Date06/12/2019 Sample Unique Key6
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 collectedFabricator
First name of sampler or witnessed byAdlai Last name of sampler or witnessed byEvans
Title of samplerASR Telephone number of sampler
Laboratory sample identification995-612B Linked DIME Sample ID
The fabricator/manufacturer/facility nameHOLIDAY ROCK Transportation Laboratory (TL) Number20190612B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePrequalification pour at Holiday Rock Readymix plant

Material Information

Material TypeConcrete The concrete mix design number3H40X006
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 samplegranite
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: 2019-06-12-6
DIME Test ID: 2019-06-12-6-1
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: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.03 in
Average diameter of cylinder 5: 6.02 in
Maximum load on cylinder 1: 104805 lb
Maximum load on cylinder 2: 103745 lb
Maximum load on cylinder 3: 109050 lb
Maximum load on cylinder 4: 101650 lb
Maximum load on cylinder 5: 104900 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.56 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Compressive strength of cylinder 1: 3682.5 psi
Compressive strength of cylinder 2: 3645.3 psi
Compressive strength of cylinder 3: 3843.8 psi
Compressive strength of cylinder 4: 3559.2 psi
Compressive strength of cylinder 5: 3685.9 psi
Compressive strength (to nearest 10 psi): 3680 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/12/2019