Summary for Test 2019-10-26-16-1

Test performed: ASTM C39-17a

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 Date10/26/2019 Sample Unique Key16
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 testing10/28/2019
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 byna Last name of sampler or witnessed byna
Title of samplerRMA Field test Telephone number of sampler
Laboratory sample identification999-1026C Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Inc Transportation Laboratory (TL) Number20191026C
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name3

Material Information

Material TypeConcrete The concrete mix design numberCMAX 30 RAM
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSET 3 Where the material sample would have been placed if not sampledWB 60 LANE 2 STA 375
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-10-26-16
DIME Test ID: 2019-10-26-16-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-11-21

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/02/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 30850 lb
Maximum load on cylinder 2: 89800 lb
Maximum load on cylinder 3: 93220 lb
Maximum load on cylinder 4: 29520 lb
Maximum load on cylinder 5: 27900 lb
Maximum load on cylinder 6: 31980 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 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: 28.18 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength of cylinder 1: 1091.3 psi
Compressive strength of cylinder 2: 3176.5 psi
Compressive strength of cylinder 3: 3297.5 psi
Compressive strength of cylinder 4: 1047.6 psi
Compressive strength of cylinder 5: 983.4 psi
Compressive strength of cylinder 6: 1127.2 psi
Compressive strength (to nearest 10 psi): 1790 psi
General comments (publicly viewable) (Max 1000 characters): SAMPLES STRENGTHS VARY FROM 980PSI TO 3300PSI. CAUSE UNKNOWN. DO NOT TAKE AVERAGE.

Test was verified on 11/21/2019