ASTM D % 9.21% NA 1302 NA for App. Usage NA for App. Usage. NA for App. Usage. NA for App. Usage. NA for App.

Transcription

1 REINFORCEMENT GEOGRID - APL Company: Contech Engineered Solutions, LLC Date: 1/8/216 Product: E'GRID 22 by Contech Contact Person: Robert Morris Phone/ , rmorris@conteches.com Material Description: Biaxial Geogrid ATTACH CERTIFIED INDEPENDENT TEST RESULTS TO JUSTIFY SUBMITTED VALUES PROPERTY REQUIRED TEST METHOD UV Stability (Min. Retained Strength at 5 hrs.) Tensile Strength (lbs/ft) ASTM D % Machine Direction Ultimate (T ult ) 2% Strain 5% Strain ASTM D Cross Direction Ultimate 2% Strain 5% Strain Strain at Ultimate Tensile Strength Secant Modulus (lbs/ft) 2% Strain 5% Strain 1% Strain Junction Strength (lbs/ft) GRI : GG2 Soil - Geosynthetic Friction ASTM D 676 Creep Resistance T creep (lb/ft) ASTM D 5262 Creep Reduction Factor (T ult /T creep ) ASTM D % NA 132 Installation Damage (RF C ) Sand Limerock Fill GRI : GG4 & GT7 Durability (RF D ) Joint Strength (RF J ) Chemical ASTM D 5322 Biological ASTM D 1987 & G21 Mechanical ASTM D 6637, GRI : GG4 & GT7 Overlap (3 feet Min) ASTM D 676 Requested Application Usage R5 R-1 R-2 R-3 R-4 R-5 Geosynthetic Reinforced Embankment GRS-IBS Reinforcement of Foundations over Soft Soils PPM (See Ch.31) Steepened Slopes PPM (See Ch.31) Reinforced Embankment SFH (App. E) Construction Expedient

2 /":..._ TESTING, R E SEARCH, CONSULTING AND FIELD SERVICES ~~ 5TON, TX U SA ANAH<oM, CA USA ANOEPSCN, sc. U SA I GCLC COAS T AUSTPALOA I SUZHCU. CHONA July 7, 214 July 24, 214 Mail To: Updated with Aperature Size and Rib Pitch measured as advised by client Bill To: Attn: John Price Hanes Geo Components 815 Buxton Street Winston-Salem, North Carolina 2711 <= Same ( PO # 65-38) john.price@hanescompanies.com Dear Mr. Price: Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below. TRI Job Reference Number: Material(s) Tested: Test(s) Requested: E One, E'grid 22 Geogrid Single Rib Tensile Properties (ASTM 6637, Method A) Mass/Unit Area (ASTM 5261) Junction/Node Strength (ASTM 7737, mod.) Aperature Size (Calipers) Rib Pitch (Calipers) Carbon Black Content (ASTM 163, Two Burn) If you have any questions or require any additional information, please call us at Sincerely, Mansukh Patel Laboratory Manager Geosynthetic Services Division Page 1 of5 T R I ENVIRON,..U.NlAL, I N. Q Oc..o.:J ou. c.. vt... Rn. Ati'HtN, 1 x 773:1 U EiA I PH: a oo.ooa.ti!sr ttu c u.j. 2 o 1

3 ~ TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ~~ S T O N, TX. U SA A NAH EU>.., :A. U S A ANOE P S ON, s c::. U SA I GOL O :OAST AUS TPA OA I SUX H O U. :HONA GEOGRID TEST RESULTS TRI Client: Hanes Gao Components Material: E'grld 22 Geogrid Roll Number: 15, Batch TRI Log #: E PARAMETER TEST REPLICATE NUMBER MEAN Single Rib Tensile Properties (ASTM D 6637, Method A) MD -Number of Ribs per foot: 7.8 MD Maximum Strength (lbs) MD Maximum Strength (lbslft) MD Maximum Strength (kn/m) MD 1% Strain (lbs) MD 1% Strain (lbs/11) MD 1% Strain (kn/m) MD Strength@ 2% Strain (lbs) MD 2% Strain (lbs/ft) MD 2% Strain (kn/m) MD Strength@ 5% Strain (lbs) MD 5% Strain (lbs/11) MD 5% Strain (kn/m) MD Strength@ 1% Strain (lbs) MD Strength@ 1% Strain (lbs/ft) MD Strength@ 1% Strain (kn/m) MD Break Elongation (%) TD -Number of Ribs per fool: 6.9 TD Maximum Strength (lbs) TD Maximum Strength (lbslft) TD Maximum Strength (kn/m) TD 1% Strain (lbs) TD 1% Strain (lbslft) TD 1% Strain (kn/m) TO 2% Strain (lbs) TO 2% Strain (lbs/11) TD 2% Strain (kn/m) TD 5% Strain (lbs) TD 5% Strain (lbs/ft) TD 5% Strain (kn/m) TD Strength@ 1% Strain (lbs) TD Strength@ 1% Strain (lbslft) TD Strength@ 1% Strain (kn/m) TO Break Elongation(%) Mass/Unit Area (ASTM D 5261) Mass/unit area (oz/sq.yd) ~ MD Machine Direction TO Transverse Direction Page 2of 5 TRI ENVUl ONMI:.N 1 AL, INC. 9 u:l Occ c... v c h R - A II 'ITIN, 1 x.?d?:j :J U S A I PH: OOO.OO O.T I: S T nn!: u.j

4 /':..,. TESTING, RESEARCH, CONSULTING AND FIELD SERVI C E S ~~ S TO N, TX. U SA ANAHE OM, CA U SA A N O E P B ON, sc. U SA I " " '-" COAST. AUS TPA._,.. I BUXH O U. C H ONA GEOGRID TEST RESULTS TRI Cllenl: Hanes Geo Components Material: E'grid 22 Geogrld Roll Number: 15, Batch TRI Log #: E PARAMETER TEST REPLICATE NUMBER Junction/Node Strength (ASTM D7737, mod.vla 1% Strain Rate as requested by client) 9 1 MEAN MD- Number of Ribs per foot: 7.8 MD Maximum Junction Slrength (lbsf) MD Maximum Junction Slrenglh (lbs/ft} MD Maximum Junclion Slrenglh (kn/m} TD - Number of Ribs per fool: 6.9 TD Maximum Junction Strenglh (lbsf) TD Maximum Junction Slrength (lbs/fl} TD Maximum Junction Slrength (kn/m} MD Junction Efficiency(%} TD Junction Efficiency(%} Center of Junction node to cenler of clamped node is considered as gage length, MD : 3.5 inch and TD : 3. inch Aperature Size (Calipers) MD -Aperature Size (in} TD -Aperature Size (in} Rib Pitch (Calipers) MD - Pitch (in} TD - Pitch (in} Carbon Black Content (ASTM D 163, Two Burn) Percent Carbon Black Content wilh Ash(%}: Percent Ash Contenl (%}: Percent Carbon Black Conlent without Ash(%}: '"'"' MD Machine Direction TO Transverse Direction Page 3of 5 TR I ENVIRUN,..H.. NlAL, IN C. gou:j Dt:c c v u, Qu. - Att '1 1tN, 1 x?o?:j:l U lia I Pt-u a oo.ooo. TC. S l ' nn c c.. :J.2 1 o 1

5 ~ T E STING, RESEARCH, CONSULTING AND FIELD SERVICES ~~ S T<N, TX. U SA I AN A H E OM, CA. U SA I ANOE R S ON, sc. U 5A I C3L O COAS T. AUSTR ALOA I 5U. HOU. CHON A Hanes Geo Components, E'grid 22, Roll 15, Batch 14412,MD Single RibTensile, ASTM D 6637,Method A, TRI Log # E E. ::::;....r:::. Cl) ~ "Ci) I if / / / =--- /' '~ - E'Grid22 -MD-1 - E'Grid22-MD-2 E'Grid22-MD-3 - E'Grid22-MD-4 - E'Grid22-MD Tensile Strain (%) Hanes Geo Components, E'grid 22, Roll 15, Batch 14412,TD Single RibTensile, ASTM D 6637,Method A, TRI Log # E g. ::::;....r:::. -Cl) ~ "Ci) E'Grid22 -TD-1 - E'Grid22-TD-2 E'Grid22-TD-3 - E'Grid22-TD-4 - E'Grid22-TD Tensile Strain(%) Page 4 of5 T R I ENVIRONMt.:.Nl A L, I N C. 9 u:l Q[:c C.o..vci, Rn. - A ll'lltn, l X 77: U SA I Ptit DOO.OOO.TI:!.ST on [.,I 2.2u:J. ::.! I 1

6 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES / -- "''" TX USA I ANAHEOM, CA UBA I ANDERSON, SC USA I GOLD COAST AusmALOA I Surnou CHONA Hanes Geo Components, E'grid 22, Roll 15, Batch 14412,MD Junction Strength, ASTM D 7737,Mod.1% Strain Rate, TRI Log# E u; 2. ::::; i 15 -en t5 :::, -, /, 5,,/ 25 - / I I I I I I I I I I I I I Junction Strain(%) -E'Grid22 -MD-1 -E'Grid22-MD-2 -E'Grid22-MD-3 -E'Grid22-MD-4 -E'Grid22-MD-5 E'Grid22-MD-6 E'Grid22-MD-7 E'Grid22-MD-8 E'Grid22-MD-9 E'Grid22-MD-1 Hanes Geo Components, E'grid 22, Roll 15, Batch 14412,TD Junction Strength, ASTM D 7737,Mod.1% Strain Rate, TRI Log # E en t5 -, I Junction Strain(%) -E'Grid22-TD-1 -E'Grid22-TD-2 -E'Grid22-TD-3 -E'Grid22-TD-4 -E'Grid22-TD-5 -E'Grid22-TD-6 E'Grid22-TD-7 E'Grid22-TD-8 E'Grid22-TD-9 E'Grid22-TD-1 Page 5 of 5 TRI ENVIRONMENTAL, INC. 9::J oc:c c... vct, Ro. - A11H11 1. nc. 77:J:J USA I Pt1: ooo.aao.test rm, 2.2::J.2 1 o 1

7 BOSTD Geosynthetics Qingdao Ltd. Suite D-7A, Majestic Garden No 6 Middle of Beisihuan Road Beijing 129, China November 4, 215 Attention: To whom it may concern Subject: Certification that the resin formulation for E GRID 1616, 22, 33 and 22L is identical To whom it may concern: By this letter, BOSTD Geosynthetics Qingdao Ltd. certifies that the resin formulation and amount of carbon black used to produce E GRID 33, 22 and 22L geogrids is identical to the resin formulation used to produce E GRID 1616 (Product also produced by BOSTD and tested for UV durability per ASTM D See Results included with E GRID 1616 Submittal) and has not changed since the date of the ASTM D4355 test provided. Therefore, it is reasonable to conclude that E GRID 1616, 22, 33 and 22L will exhibit equivalent UV resistance when tested in accordance ASTM D4355. Sincerely, BOSTD Geosynthetics Qingdao Ltd.